CN204039856U - Row's water-seepage type is mated formation combining structure - Google Patents
Row's water-seepage type is mated formation combining structure Download PDFInfo
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- CN204039856U CN204039856U CN201420409912.XU CN201420409912U CN204039856U CN 204039856 U CN204039856 U CN 204039856U CN 201420409912 U CN201420409912 U CN 201420409912U CN 204039856 U CN204039856 U CN 204039856U
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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
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Abstract
The utility model relates to a kind of row's water-seepage type and to mat formation combining structure, comprises beam and slab type paving structure, permeable PC basic unit, U-shaped ecology arranges in a row ditch and ooze gutter.Wherein, beam and slab type paving structure is assembled into sidewalk or nonmotorized vehicle lane; And permeable PC basic unit and beam and slab type paving structure are combined into motorway or square, there is the effect of load-carrying.U-shaped ecology arranges in a row the one or both sides that ditch is arranged on motorway or square, and described row's soakaway trench comprises horizontal PC pipe and vertical PC manages, and this horizontal PC pipe is arranged in a row ditch with U-shaped ecology and is connected, and this vertical PC pipe is connected with this horizontal PC pipe.Make that it is permeable, ventilative, easily carry out Ground Heat exchange, can effective recycling rainwater, reduce urban heat land effect, be more suitable for ecological, environmental protective, and structure is simple, constructs simple and easy.
Description
Technical field
The utility model relates to a kind of paving structure of road field, particularly relates to a kind of row's water-seepage type and to mat formation combining structure
Background technology
Traditional road and square paving structure are made up of basic unit, surface layer and bed course, all need to carry out basic unit with site operation machinery and surface layer paves, rolls, paves, site operation program is more, the operation sequence of each operation is complicated, maximum shortcoming be waterproof, airtight, not easily carry out Ground Heat exchange.Since the nineties in 20th century, substitute traditional material road surface pavement with seepy material generally to be adopted by developed country's urban construction, at present, what domestic material porous pavement research was many concentrates on water-permeable brick road surface, pervious concrete pavement etc., but because some insoluble bottlenecks all appear in cost, construction technology, intensity and maintenance aspect, spread is still difficult to.
Traditional drainage pattern is the gutter having water to enter city planting ductwork or roadside as early as possible, and the current research of developed countries mainly concentrates on collection and the recycling of rainwater, but this cover system to take up an area space large, investment is large, promotes being difficult at home.The current metropolitan situation of China is general lack of water, and groundwater table is generally on the low side, problem to be solved is bled back by rainwater and recycles, and first solves surface water, and water that is unnecessary, that have little time to divulge and infiltrate soil just considers to enter the gutter in city planting ductwork or roadside.And current rainwater drainage pipe mostly be fluid-tight U-PVC double-wall corrugated pipe can only draining, can not seep water.
The current research of developed countries mainly concentrates on collection and the recycling of rainwater, but this cover system to take up an area space large, investment is large, promotes being difficult at home.Traditional drainage pattern wishes that water enters the gutter in city planting ductwork or roadside as early as possible, and the mainly draining of the function in gutter, utilization of can not catchmenting.
Because the defect that above-mentioned existing porous pavement and drainage pattern exist, the design people's actively in addition research and innovation, through constantly studying, designing, and through repeatedly studying sample and after improving, finally creating the utility model had practical value.
Summary of the invention
The purpose of this utility model is, overcome the defect of existing road and the existence of square paving structure, and providing a kind of row's water-seepage type of new structure to mat formation combining structure, technical problem to be solved is that its structure is simply constructed simple and easy and ecological, environmental protective, thus is more suitable for practicality.
Another object of the present utility model is, overcome the defect of existing road and the existence of square paving structure, and provide a kind of row's water-seepage type of new structure to mat formation combining structure, technical problem to be solved makes that it is permeable, ventilative, easily carry out Ground Heat exchange, thus reduce thermal conductance effect, be more suitable for practicality.
The purpose of this utility model is, overcome the defect that existing porous pavement exists, and provide a kind of row's water-seepage type of new structure to mat formation combining structure, technical problem to be solved makes its both good permeable effect, again low, the construction of cost and maintenance all easy, thus be more suitable for practicality.
The purpose of this utility model is, overcome the defect that existing gutter exists, and provide a kind of row's water-seepage type of new structure to mat formation combining structure, technical problem to be solved is make it integrate green coverage that draining and water collecting function add trackside simultaneously, purify the environment around trackside, thus be more suitable for practicality.
The purpose of this utility model is, overcomes the defect that existing gutter exists, and provides a kind of row's water-seepage type of new structure to mat formation combining structure, and technical problem to be solved makes it preferentially can seep water, unnecessary draining, thus be more suitable for environmental protection, practicality.
The purpose of this utility model and solve its technical problem be adopt following technical scheme realize.To mat formation combining structure according to the one row water-seepage type that the utility model proposes, it comprises beam and slab type paving structure, permeable PC basic unit, U-shaped ecology arranges in a row ditch and ooze gutter.Wherein said beam and slab type paving structure is arranged in described permeable PC basic unit, thus makes permeable PC basic unit and beam and slab type paving structure be combined into motorway or square, has the effect of load-carrying.The sidewalk or the nonmotorized vehicle lane that are positioned at described motorway or one or both sides, square are assembled into by described polylith beam and slab type paving structure.Described U-shaped ecology is arranged in a row ditch and is arranged on the side of described sidewalk or nonmotorized vehicle lane or the side on motorway or square, described row's soakaway trench comprises horizontal PC pipe and vertical PC manages, this horizontal PC pipe is arranged in a row ditch with U-shaped ecology and is connected, and this vertical PC pipe is connected with this horizontal PC pipe.
The purpose of this utility model and solve its technical problem and can also be further achieved by the following technical measures.
Aforesaid row's water-seepage type is mated formation combining structure, and wherein said beam and slab type paving structure is made up of beam and surface layer.Described surface layer is inverted trapezoidal wedge actinal surface plate, and this beam is provided with inverted trapezoidal wedge actinal surface plate.
Aforesaid row's water-seepage type is mated formation combining structure, wherein said permeable PC basic unit its be made up of concrete and multiple cardboard cylinder, be fixed on above bed course by orderly for multiple cardboard cylinder arrangement, then cast-in-situ concrete on bed course, forms the permeable PC basic unit with multiple cardboard cylinder.
Aforesaid row's water-seepage type is mated formation combining structure, and wherein said U-shaped ecology is arranged in a row ditch and mainly comprised:
---U-shapedly arrange in a row ditch, be made up of U-type groove body, multiple first row water hole, shrinkage pool interface, projection.Wherein said first row water hole is arranged on the opposing parallel two side of U-type groove body, one end that two described shrinkage pool interfaces are separately positioned on U-type groove body is opposing parallel and perpendicular in the end walls on ground, a shrinkage pool interface is provided with equally in the bottom of this end of this U-type groove body, two projections are located at the other end of this U-type groove body opposing parallel and perpendicular to the end walls on ground connects with another U-shaped two shrinkage pool interfaces arranging in a row ditch, be provided with the projection connected with shrinkage pool interface in the bottom of this end of this U-type groove body equally respectively;
---double-edged fine-toothed comb, this double-edged fine-toothed comb is arranged on the U-shaped leave from office terrace arranging in a row the upper surface of the U-type groove body two side in ditch;
---layer of gravel, this layer of gravel is arranged on described double-edged fine-toothed comb;
---soil layer, this soil layer is arranged on above described layer of gravel;
---lawn, this planting lawn is on described soil layer.
Aforesaid row's water-seepage type is mated formation combining structure, and wherein said horizontal PC pipe and vertical PC pipe are
Be made up of PC material, the pipe face of this horizontal PC pipe and this vertical PC pipe be provided with multiple
Second row water hole, each the second row water hole in wherein said multiple second row water holes be by
Inside pipe wall is outward-dipping to pipe outer wall, and angle of inclination is 45 °.
Aforesaid row's water-seepage type is mated formation combining structure, and wherein said inverted trapezoidal wedge actinal surface plate forms by being respectively provided with the right-angled trapezium pier that corner bottom mutually through inverted trapezoidal wedge mouth and panel respectively formed in the middle part of four limits of panel and panel.
Aforesaid row's water-seepage type is mated formation combining structure, and wherein said beam is L-type or the font of falling T, and the right-angled trapezium pier of described inverted trapezoidal wedge actinal surface plate is placed in the bottom of L-type beam or the font of falling T beam.
Aforesaid row's water-seepage type is mated formation combining structure, and the bottom surface of wherein said beam is provided with many posts.
Aforesaid row's water-seepage type is mated formation combining structure, and wherein said inverted trapezoidal wedge actinal surface plate is gap shape, is convenient to permeable.
Aforesaid row's water-seepage type is mated formation combining structure, and each wherein said first row water hole tilts 45 ° by inwall to outer wall.
Aforesaid row's water-seepage type is mated formation combining structure, wherein said horizontal PC pipe is made up of tube head and PC pipe, the diameter of described tube head is greater than the diameter of described PC pipe, and this tube head rear portion reduced diameter is connected to the diameter equaling this PC pipe mutually with PC pipe, the bottom of this PC pipe is provided with multiple second row water hole.
Aforesaid row's water-seepage type is mated formation combining structure, and wherein said vertical PC pipe, is only made up of PC pipe, manages on whole side be equipped with multiple second row water hole at this vertical PC.
Aforesaid row's water-seepage type is mated formation combining structure, be also provided with pedestal bottom the two ends that it is characterized in that the PC pipe of wherein said horizontal PC pipe.
The utility model compared with prior art has obvious advantage and beneficial effect.It at least has following advantages:
1, the structure of the utility model beam and slab type paving structure is simple, and manufacturing cost reduces relatively, thus can significantly reduce costs, increase economic efficiency, in the practicality used and cost benefit, really meet completely needed for industry development, quite there is industrial utilization.
2, the utility model, manufactures simple, all prior prefabricated manufacturing cost also relatively can reduce, meet cost benefit, quite have the value of industry.
3, the utility model can reach effect in practical use really, not only construction install convenience, does not need miscellaneous construction sequence, and the processing of structure formation is easy especially, meet cost benefit, and there is value in industry really, be suitable for industrial circle and extensively promote the use of.
4, permeable PC basic unit of the present utility model, because the cast-in-situ concrete basic unit adopting band cardboard cylinder, makes it be seeped water by cardboard cylinder, due to simple structure, construction and maintenance are all easy to, and manufacturing cost also reduces relatively, really there is the value in industry, be suitable for industrial circle and extensively promote the use of.
5, the utility model permeable, ventilative, easily carry out Ground Heat exchange, can effective recycling rainwater, reduce urban heat land effect.
6, water can be infiltrated soil owing to arranging multiple drain hole by the utility model, effectively improves groundwater table, also has the function of being discharged by unnecessary water, makes it integrate draining and water collecting function.
7, the utility model row's soakaway trench and the U-shaped drain hole arranging in a row ditch tilt 45 ° by inside pipe wall to pipe outer wall, the silt in water not easily flow backwards, therefore, there will not be plugging phenomenon.
8, the utility model only does this structural change slightly, and the rainwater turf plant that collection can be utilized, adds the green coverage of trackside, purified the environment around trackside, created ecological benefits.
9, the utility model can reach effect in practical use really, not only easy to use, simple to operate, and the processing of structure formation is easy especially, manufacturing cost also reduces relatively, meets cost benefit, and the value really had in industry, be suitable for industrial circle and extensively promote the use of.
Above-mentioned explanation is only the general introduction of technical solutions of the utility model, in order to technological means of the present utility model can be better understood, and can be implemented according to the content of manual, and can become apparent for allowing above and other object of the present utility model, feature and advantage, below especially exemplified by preferred embodiment, and coordinate accompanying drawing, be described in detail as follows.
Accompanying drawing explanation
Fig. 1 is combining structure stereoscopic figure of the present utility model.
Fig. 2 is the schematic perspective view of the utility model plate girder type paving structure.
Fig. 3 A is the elevation of the utility model inverted trapezoidal wedge actinal surface plate.
Fig. 3 B is the rear view of the utility model inverted trapezoidal wedge actinal surface plate.
Fig. 4 is plate girder type paving structure package assembly schematic diagram of the present utility model.
Fig. 5 is another package assembly schematic diagram of plate girder type paving structure of the present utility model.
Fig. 6 is permeable PC base layer structure schematic diagram of the present utility model.
Fig. 7 is eco-drainage ditch combining structure schematic diagram of the present utility model.
Fig. 8 is the U-type groove body structure schematic diagram of eco-drainage ditch of the present utility model.
Fig. 9 is the one horizontal PC tubular structure schematic diagram oozing gutter of the present utility model.
Figure 10 is the another kind of structural representation of horizontal PC pipe oozing gutter of the present utility model.
Figure 11 is the longitudinal P C tubular structure schematic diagram oozing gutter of the present utility model.
Wherein:
1: beam and slab type paving structure
1-1: beam 1-3: post
1-2: inverted trapezoidal wedge actinal surface plate
1-21: panel 1-22: inverted trapezoidal wedge mouth
1-23: right-angled trapezium pier
2: permeable PC basic unit
2-1: inverted trapezoidal wedge shape PC panel 2-2: cardboard cylinder
2-3: concrete
3:U type ecology arranges in a row ditch
Ditch arranged in a row by 3-1:U type
3-11:U type cell body 3-12: first row water hole
3-13: shrinkage pool interface 3-14: projection
3-2: double-edged fine-toothed comb 3-3: layer of gravel
3-4: soil layer 3-5: lawn
4: ooze gutter
4-1: horizontal PC pipe
4-11: tube head 4-12:PC manages
4-13: pedestal
4-2: vertical PC pipe 4-3: second row water hole
5: motorway or square 6: sidewalk or nonmotorized vehicle lane
Detailed description of the invention
For further setting forth the utility model for the technological means reaching predetermined goal of the invention and take and effect, below in conjunction with accompanying drawing and preferred embodiment, to combining structure of mating formation according to the row's water-seepage type that the utility model proposes, its detailed description of the invention, structure, feature and effect thereof, be described in detail as follows.
Embodiment 1
Refer to shown in Fig. 1, row's water-seepage type of better first embodiment of the utility model is mated formation combining structure, arranges in a row ditch 3 and oozes gutter 4 form primarily of beam and slab type paving structure 1, permeable PC basic unit 2, U-shaped ecology.Wherein, described beam and slab type paving structure 1 is arranged in described permeable PC basic unit 2, thus makes permeable PC basic unit 2 and beam and slab type paving structure 1 be combined into motorway or square 5, has the effect of load-carrying.The sidewalk or the nonmotorized vehicle lane 6 that are positioned at motorway or one or both sides, square 5 are assembled into by described polylith beam and slab type paving structure 1.In the present embodiment, sidewalk or nonmotorized vehicle lane 6 arrange the side on motorway or square 5, see Fig. 1.Arrange in a row ditch 3 in described U-shaped ecology and be arranged on the side of this sidewalk or nonmotorized vehicle lane 6 or the side on motorway or square 5, the U-shaped ecology of the present embodiment arranges in a row the side that ditch 3 is arranged on motorway or square 5.Described row's soakaway trench 4 comprises horizontal PC pipe 4-1 and vertical PC pipe 4-2, and this horizontal PC pipe 4-1 arranges in a row ditch 3 with U-shaped ecology and is connected, and this is vertically connected to PC pipe 4-2 with this 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 comprises surface layer and basic unit, wherein said surface layer is made up of inverted trapezoidal wedge actinal surface plate 1-2, described basic unit is beam 1-1, wherein this beam 1-1 is arranged on roadbed, and this inverted trapezoidal wedge actinal surface plate 1-2 is arranged on beam 1-1.This inverted trapezoidal wedge actinal surface plate 1-2 formed by being respectively provided with the right-angled trapezium pier 1-23 that corner bottom mutually through inverted trapezoidal wedge mouth 1-22 and panel 1-21 respectively formed in the middle part of panel 1-21 and panel 1-21.This inverted trapezoidal wedge actinal surface plate 1-2 is gap shape, is convenient to permeable.Described beam 1-1 is L-type, and the right-angled trapezium pier 1-23 of this inverted trapezoidal wedge actinal surface plate 1-2 is arranged on the bottom of the beam 1-1 of L-type.In the present embodiment, the beam 1-1 that polylith has a L-type is generally arranged on motorway or square 5 and People's Bank of China track or nonmotorized vehicle lane 6 avris, sees Fig. 1.
Refer to shown in Fig. 4, Fig. 3 A, Fig. 3 B, wherein said beam 1-1 is T font, and the right-angled trapezium pier 1-23 of this inverted trapezoidal wedge actinal surface plate 1-2 is arranged on the bottom of the beam 1-1 of T font.The polylith beam and slab type paving structure 1 of the beam 1-1 of this T of having font is combined into the mid portion of motorway or square 5 and People's Bank of China track or nonmotorized vehicle lane 6.
Refer to shown in Fig. 6, described permeable PC basic unit 2 forms primarily of concrete 2-3 and multiple cardboard cylinder 2-2.Be fixed on above hardcore bed by orderly for multiple cardboard cylinder 2-2 arrangement, then cast-in-situ concrete 2-3 on this hardcore bed, forms the permeable PC basic unit 2 with multiple cardboard cylinder 2-2.This permeable PC basic unit 2 is provided with inverted trapezoidal wedge shape PC panel 2-1.
Because the panel used is inverted trapezoidal wedge shape PC panel 2-1, by the direct hole directly being entered cardboard cylinder formation by the gap between plate and plate during rainwater landing, hole not only can store certain rainwater, and be the passage that rainwater enters arrival point top layer after hardcore bed, because which form water, gas, the exchange of heat, load-bearing can be increased again by the reinforcement of panel and layer of concrete, this technique can use at the heavily loaded position on road and square equally, therefore there is the wide scope of application, not only save concrete consumption and can reach permeable, ventilative, easily carry out Ground Heat exchange, 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 ecology is arranged in a row ditch 3 and is mainly comprised: U-shapedly arrange in a row ditch 3-1, double-edged fine-toothed comb 3-2, layer of gravel 3-3, soil layer 3-4, lawn 3-5.
Wherein said U-shaped ditch of arranging in a row is made up of U-type groove body 3-11, multiple first row water hole 3-12, shrinkage pool interface 3-13, projection 3-14.Described multiple first row water hole 3-12 are arranged on the opposing parallel two side of U-type groove body 3-11, one end that two described shrinkage pool interface 3-13 are separately positioned on U-type groove body 3-11 is opposing parallel and perpendicular in the end walls on ground, wherein this each first row water hole 3-12 tilts 45 ° by inwall to outer wall, better to seep water, prevent the outer silt of U-type groove body 3-11 from entering in U-type groove body 3-11.A shrinkage pool interface 3-13 is provided with equally in the bottom of this end of this U-type groove body 3-11, two projection 3-14 are located at the other end of this U-type groove body opposing parallel and perpendicular to the end walls on ground connects with another U-shaped two shrinkage pool interface 3-13 arranging in a row ditch, be provided with the projection 3-14 connected with shrinkage pool interface 3-13 in the bottom of this end of this U-type groove body 3-11 equally respectively.This U-type groove body 3-11, except connecting water pipe draining, as the inlet of catch-basin, can also be convenient to maintenance and the dredging of pipe-line system, add water seepage function simultaneously.
Wherein said double-edged fine-toothed comb 3-2 is arranged on the U-shaped leave from office terrace arranging in a row the upper surface of the U-type groove body 3-11 two side of ditch 3-1, arranges this double-edged fine-toothed comb 3-2 and U-shapedly arranges in a row ditch 3-1 to prevent gravel from entering.Wherein said layer of gravel 3-3 is arranged on described double-edged fine-toothed comb 3-2, enters ditch to prevent silt.Wherein said soil layer 3-4 is arranged on above described layer of gravel 3-3, is beneficial to the growth on lawn.Wherein said lawn 3-5 is planted in above described soil layer 3-4, makes it cover and U-shapedly arranges in a row ditch 3-1, and making this, U-shaped to arrange in a row ditch 3-1 stealthy, increases landscape effect, increase green coverage.
Current rain rill mostly is manually builds rear cement sand plaster by laying bricks or stones and forms, ditch 3 is arranged in a row by using the U-shaped ecology of novel water permeability, to greatest extent rainwater can be infiltrated the surface soils such as residential community, Office Area, square, when amount of precipitation is large, the rainwater having little time to permeate can enter city planting ductwork by this system again, the not only quick construction in ditch, convenient for maintaining and environmental protection.
Refer to shown in Fig. 9, the described gutter that oozes mainly comprises: the pipe be made up of PC material and the tube wall of this pipe are provided with multiple second row water hole 4-3, and this second row water hole 4-3 tilts 45 by drain hole inwall to drain hole outer wall
0wherein said pipe is horizontal PC pipe 4-1, this horizontal PC pipe 4-1 is made up of tube head 4-11 and PC pipe 4-12, the diameter of described tube head 4-11 is greater than the diameter of PC pipe 4-12, and tube head 4-11 rear portion reduced diameter is connected to the diameter equaling PC pipe 4-12 with PC pipe 4-12 phase, the multiple second row water hole 4-3 described in the present embodiment are arranged on the bottom of this PC pipe 4-12.
Refer to shown in Figure 11, wherein said described vertical PC pipe 4-2 only has PC to manage, and this whole side of vertical PC pipe 4-2 is equipped with multiple second row water hole 4-3.In the place that seepage of water is poor, such as clay, rich clay, soil layer that compactness is large, bury horizontal PC pipe 4-1 and vertical PC pipe 4-2 underground by local, by second row water hole 4-3, reach rapid osmotic or through impervious layer by the effect of rainwater rapid osmotic.
Embodiment 2
Refer to shown in Figure 10, row's water-seepage type of better second embodiment of the utility model is mated formation combining structure, and the bottom of the PC pipe 4-12 of described horizontal PC pipe 4-1 is provided with pedestal 4-13.In the present embodiment, sidewalk or nonmotorized vehicle lane 6 arrange the both sides on motorway or square 5, and U-shaped ecology arranges in a row the both sides that ditch 3 is arranged on sidewalk or nonmotorized vehicle lane 6.Other structures are with embodiment 1.
Embodiment 3
Refer to shown in Fig. 5, Fig. 3 A, Fig. 3 B, row's water-seepage type of better 3rd embodiment of the utility model is mated formation combining structure, the lower bottom part of described beam 1-1 is provided with multiple post 1-3, and this beam 1-1 is L-type, and the right-angled trapezium pier 1-23 of this inverted trapezoidal wedge actinal surface plate 1-2 is arranged on the bottom of L-type beam 1-1.In the present embodiment, sidewalk or nonmotorized vehicle lane 6 arrange the side on motorway or square 5, and U-shaped ecology arranges in a row the side that ditch 3 is arranged on sidewalk or nonmotorized vehicle lane 6.Other structures are with embodiment 1.
By using above-described embodiment of utility model, to greatest extent rainwater can be infiltrated the surface soils such as residential community, Office Area, square, when amount of precipitation is large, the rainwater having little time to permeate can enter city planting ductwork by this system again.
Above-mentioned horizontal PC pipe 4-1 is the pipe network of composition drainage system, and above-mentioned vertical PC pipe 4-2 is the use of the process low-lying ponding in local or impervious layer.
The above, it is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model, any those skilled in the art, do not departing within the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (13)
1. row's water-seepage type is mated formation combining structure, it is characterized in that: it comprises beam and slab type paving structure (1), permeable PC basic unit (2), U-shaped ecology are arranged in a row ditch (3) and oozes gutter (4), wherein, described beam and slab type paving structure (1) is arranged on described permeable PC basic unit (2), thus make permeable PC basic unit (2) and beam and slab type paving structure (1) be combined into motorway or square (5), there is the effect of load-carrying; The sidewalk or the nonmotorized vehicle lane (6) that are positioned at described motorway or square (5) one or both sides are assembled into by described polylith beam and slab type paving structure (1); Described U-shaped ecology is arranged in a row ditch (3) and is arranged on the side of described sidewalk or nonmotorized vehicle lane (6) or the side of motorway or square (5), described row's soakaway trench (4) comprises horizontal PC and manages (4-1) and vertical PC pipe (4-2), this horizontal PC pipe (4-1) is arranged in a row ditch (3) with U-shaped ecology and is connected, and this vertical PC pipe (4-2) is managed (4-1) with this horizontal PC and is connected.
2. row's water-seepage type according to claim 1 is mated formation combining structure, it is characterized in that wherein said beam and slab type paving structure (1) is made up of beam (1-1) and surface layer, described surface layer is inverted trapezoidal wedge actinal surface plate (1-2), and this beam (1-1) is provided with inverted trapezoidal wedge actinal surface plate (1-2).
3. row's water-seepage type according to claim 1 is mated formation combining structure, it is made up of concrete (2-3) and multiple cardboard cylinder (2-2) to it is characterized in that wherein said permeable PC basic unit (2), multiple cardboard cylinder (2-2) is arranged and orderly is fixed on above bed course, then cast-in-situ concrete on bed course (2-3), forms the permeable PC basic unit (2) with multiple cardboard cylinder (2-2).
4. row's water-seepage type according to claim 1 is mated formation combining structure, it is characterized in that wherein said U-shaped ecology is arranged in a row ditch (3) and mainly comprised:
---U-shapedly arrange in a row ditch (3-1), by U-type groove body (3-11), multiple first row water hole (3-12), shrinkage pool interface (3-13), projection (3-14) forms, wherein said first row water hole (3-12) is arranged on the opposing parallel two side of U-type groove body (3-11), one end that two described shrinkage pool interfaces (3-13) are separately positioned on U-type groove body (3-11) is opposing parallel and perpendicular in the end walls on ground, a shrinkage pool interface (3-13) is provided with equally in the bottom of this end of this U-type groove body (3-11), two projections (3-14) are located at the other end of this U-type groove body (3-11) opposing parallel and perpendicular to the end walls on ground connects with another U-shaped two shrinkage pool interfaces (3-13) arranging in a row ditch (3-1) respectively, the projection (3-14) connected with shrinkage pool interface (3-13) is provided with equally in the bottom of this end of this U-type groove body (3-11),
---double-edged fine-toothed comb (3-2), this double-edged fine-toothed comb (3-2) is arranged on the U-shaped leave from office terrace arranging in a row the upper surface of U-type groove body (3-11) two side in ditch (3-1);
---layer of gravel (3-3), this layer of gravel (3-3) is arranged on described double-edged fine-toothed comb (3-2);
---soil layer (3-4), this soil layer (3-4) is arranged on above described layer of gravel (3-3);
---lawn (3-5), this lawn (3-5) is planted in above described soil layer (3-4).
5. row's water-seepage type according to claim 1 is mated formation combining structure, it is characterized in that wherein said horizontal PC pipe (4-1) and vertical PC manage (4-2) and be made up of PC material, the pipe face of managing (4-2) at this horizontal PC pipe (4-1) and this vertical PC is provided with multiple second row water hole (4-3), each second row water hole (4-3) in wherein said multiple second row water holes (4-3) is outward-dipping to pipe outer wall by inside pipe wall, and angle of inclination is 45 °.
6. mating formation combining structure according to the row's water-seepage type in claim 1 or 2 described in any one, it is characterized in that wherein said inverted trapezoidal wedge actinal surface plate (1-2) forms by being respectively provided with the right-angled trapezium pier (1-23) that mutually through inverted trapezoidal wedge mouth (1-22) and corner, panel (1-21) bottom respectively formed in the middle part of four limits of panel (1-21) and panel (1-21).
7. row's water-seepage type according to claim 6 is mated formation combining structure, it is characterized in that wherein said beam (1-1) is L-type or the font of falling T, the right-angled trapezium pier (1-23) of described inverted trapezoidal wedge actinal surface plate (1-22) is placed in the bottom of L-type beam or the font of falling T beam.
8. row's water-seepage type according to claim 7 is mated formation combining structure, it is characterized in that the bottom surface of described beam (1-1) is provided with many posts (1-3).
9. row's water-seepage type according to claim 8 is mated formation combining structure, it is characterized in that described inverted trapezoidal wedge actinal surface plate (1-2) is gap shape.
10. to mat formation combining structure according to the row's water-seepage type in claim 1 or 4 described in any one, it is characterized in that each wherein said first row water hole (3-12) tilts 45 ° by inwall to outer wall.
11. to mat formation combining structure according to the row's water-seepage type in claim 1 or 5 described in any one, it is characterized in that wherein said horizontal PC pipe (4-1) is managed (4-12) by tube head (4-11) and PC and formed, the diameter of described tube head (4-11) is greater than the diameter of described PC pipe (4-12), and this tube head (4-11) rear portion reduced diameter is managed the diameter of (4-12) to equaling this PC and manage (4-12) with PC and be connected mutually, the bottom of this PC pipe (4-12) is provided with multiple second row water hole (4-3).
12. to mat formation combining structure according to the row's water-seepage type in claim 1 or 5 described in any one, it is characterized in that wherein said vertical PC pipe (4-2), only be made up of PC pipe, this vertical PC pipe (4-2) all side are equipped with multiple second row water hole (4-3).
13. row's water-seepage types according to claim 11 are mated formation combining structure, be also provided with pedestal (4-13) bottom the two ends that it is characterized in that PC pipe (4-12) of wherein said horizontal PC pipe (4-1).
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| CN201420409912.XU CN204039856U (en) | 2014-07-23 | 2014-07-23 | Row's water-seepage type is mated formation combining structure |
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| CN201420409912.XU CN204039856U (en) | 2014-07-23 | 2014-07-23 | Row's water-seepage type is mated formation combining structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104313967A (en) * | 2014-07-23 | 2015-01-28 | 深圳市致道景观有限公司 | Drainage and seepage type felting composite structure |
| CN107476409A (en) * | 2017-08-03 | 2017-12-15 | 四川云图瑞科技有限公司 | Sustainable type sewerage system |
| CN108978398A (en) * | 2018-08-20 | 2018-12-11 | 国诚集团有限公司 | A kind of town road drainage system |
| CN110396893A (en) * | 2019-07-25 | 2019-11-01 | 陕西建工基础工程集团有限公司 | Inlet for stom water temporary drainage device and construction method |
| CN111364510A (en) * | 2020-03-26 | 2020-07-03 | 成都鑫都建设工程有限公司 | Backfill structure for upper cover of subway and construction method |
-
2014
- 2014-07-23 CN CN201420409912.XU patent/CN204039856U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104313967A (en) * | 2014-07-23 | 2015-01-28 | 深圳市致道景观有限公司 | Drainage and seepage type felting composite structure |
| CN107476409A (en) * | 2017-08-03 | 2017-12-15 | 四川云图瑞科技有限公司 | Sustainable type sewerage system |
| CN108978398A (en) * | 2018-08-20 | 2018-12-11 | 国诚集团有限公司 | A kind of town road drainage system |
| CN108978398B (en) * | 2018-08-20 | 2020-08-18 | 国诚集团有限公司 | Town road drainage system |
| CN110396893A (en) * | 2019-07-25 | 2019-11-01 | 陕西建工基础工程集团有限公司 | Inlet for stom water temporary drainage device and construction method |
| CN111364510A (en) * | 2020-03-26 | 2020-07-03 | 成都鑫都建设工程有限公司 | Backfill structure for upper cover of subway and construction method |
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