CN106812039B - A kind of landscape is mated formation floor tile and its construction method - Google Patents
A kind of landscape is mated formation floor tile and its construction method Download PDFInfo
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- CN106812039B CN106812039B CN201710011229.9A CN201710011229A CN106812039B CN 106812039 B CN106812039 B CN 106812039B CN 201710011229 A CN201710011229 A CN 201710011229A CN 106812039 B CN106812039 B CN 106812039B
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- 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
- E01C5/04—Pavings made of prefabricated single units made of bricks
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/06—Aluminous cements
-
- 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
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
- Floor Finish (AREA)
Abstract
A kind of landscape is mated formation floor tile and its construction method, the landscape is mated formation floor tile, including plastic base and anti-rain-impact cement surface layer, anti- rain-impact cement surface layer includes main board and embedding leg plate, embedding leg plate is located in plastic base, pipeline holding tank is formed between embedding leg plate, the raw material of anti-rain-impact cement surface layer is mixed with by sulphate aluminium cement, water, glycan organic polymer coargulator, hydroxypropyl methyl cellulose, calcium chloride, sodium aluminate, lime, alkali, alum, sodium metasilicate, Sodium Polyacrylate and pigment.Landscape of the invention floor tile of mating formation has fully considered the anti-rain-impact of landscape floor tile, while from heavy and light, low in cost, without destroying ecological environment, being simple to manufacture, being convenient for pipeline construction, pipeline maintenance is not necessarily to earth excavation, has good economy.
Description
Technical field
The invention belongs to the field of building materials, more particularly to mat formation floor tile and its construction method of a kind of landscape.
Background technique
It is all simple concrete floor tile, cement floor tile, stone material floor tile or clay floor tile that existing landscape, which is mated formation with floor tile,.
Concrete floor tile, cement floor tile and clay floor tile have the shortcomings that common, i.e., ability to resist splash erosion is poor, in face of continuous
When rainfall is impacted, pit-hole will be formed in tile surface quickly, this not only directly influences the overall aesthetics of paving ground, also
It is easy to form ponding at pit-hole or breeds various insects, extreme influence is caused to paving schemes；Stone material floor tile although anti-rainwater
Impact capacity is stronger, but the acquisition of stone material needs to destroy a large amount of natural hills, extreme influence natural ecological environment, with Green Development
Theory is not inconsistent.In addition, these floor tiles are excessive there is also being self-possessed, need to expend huge manpower and material resources for transporting and constructing, produce
It is at high cost.
In addition, during existing landscape construction, for irrigating the pipeline of vegetation and for being landscape lighting device
The pipeline of power supply is required to first be embedded in underground, then applies man-hour requirement elder generation earth excavation, then pipeline installation, and then backfill
Side tamps the earthwork, finally re-lays floor tile.Not only entire work progress complexity is cumbersome, expends a large amount of manpower and material resources, and pipeline
Once breakage occur to need to overhaul, then need to move brick again and dig pit, and since pipeline damage place is not easy to find, needs to expend
Bigger human and material resources and time cost, even if finding damaged place, it is also necessary to earth filling tamping tile work again.If repeatedly carried out
Such construction, then ground necessarily will appear differential settlement, cause ground relief, and the seam between floor tile can also become therewith
Greatly, it is very easy to that large area sedimentation in ground is caused even to collapse after raining, seriously affects landscape quality and personal safety, greatly increase
Add all kinds of cost payouts.Therefore, existing landscape floor tile of mating formation can not solve such technical problem.
Therefore, need one kind that there can be good anti-rain-impact performance, itself weight can be mitigated significantly again at present
Amount can guarantee sufficient intensity, again without destroying natural environment, at the same pipeline installation facilitate, again can be when overhauling pipeline
Landscape without earth excavation is mated formation floor tile.
Summary of the invention
Mat formation floor tile and its construction method the object of the present invention is to provide a kind of landscape, to solve existing landscape and mat formation use
That there are anti-rain-impact abilities is weaker for floor tile, self weight is excessive needs to expend huge manpower and material resources for transporting and constructing and floor tile
The technical problem of pipeline maintainance inconvenience.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of landscape is mated formation floor tile, including brick body, and brick body includes the plastic base being combined into one up and down and anti-rain
Water slug cement surface layer, the groove profile pedestal that the plastic base is integrally formed including horizontal trough floor and are located at trough floor
Width direction two sides, with the vertically disposed ledge plate of trough floor, offer vertical venthole in the trough floor,
The anti-rain-impact cement surface layer includes the main board on top and the embedding leg plate of lower part, and the embedding leg plate is vertically led
At least three are arranged along the width direction interval of main board for body plate, and pipeline holding tank is formed between adjacent embedding leg plate, described embedding
Leg plate is located in groove profile pedestal, is placed in trough floor, and the height of embedding leg plate is not more than the height of ledge plate, embedding leg plate and ledge plate
Between there are fixing clearance,
Two ends of the main board extend along the width direction of main board towards two sides respectively, and formation is overlapped on ledge plate
The outer surface of clinch in top side face, the clinch is concordant with the outer surface of ledge plate.
The raw material of the anti-rain-impact cement surface layer by sulphate aluminium cement, water, glycan organic polymer coargulator,
Hydroxypropyl methyl cellulose, calcium chloride, sodium aluminate, lime, alkali, alum, sodium metasilicate, Sodium Polyacrylate and pigment be mixed with and
At.
The plastic base is integrally moulded by pp.
The vertical venthole is arranged in groups in the lower section of pipeline holding tank, and each pipeline holding tank is correspondingly arranged one group and erects
To venthole, every group includes the vertical venthole of at least three rows.
The raw material components parts by weight of the anti-rain-impact cement surface layer are as follows:
The raw material components parts by weight of the anti-rain-impact cement surface layer are as follows:
The bottom side surface of the trough floor, which is equipped with, distinguishes anti-skidding raised line elongated with transverse direction along longitudinal direction.
The height of the pipeline holding tank is the 1/2-2/3 of the height of anti-rain-impact cement surface layer, pipeline holding tank
It is highly same to each other or different.
The cross-sectional shape of the pipeline holding tank is rectangle, trapezoidal, swallow-tail form or arc.
The thickness of the main board everywhere is at least 3cm, and the width of the embedding leg plate is at least 3cm, the trough floor
Thickness be at least 2cm, the thickness of ledge plate is at least 2cm.
This landscape is mated formation the preparation method of floor tile, and preparation step is as follows:
Step 1 is mated formation the plastics of the design size prefabricated vertical venthole of integrally formed band in the factory of floor tile by landscape
Pedestal；
Plastic base is put into and is placed within peviform mold by step 2, guarantees anchoring section upward；
Step 3 prepares the raw material of anti-rain-impact cement surface layer by design component proportion, and is mixed evenly
Form cement slurry；
Step 4, the cement slurry in step 3 is poured completely in mold, covers pressing plate, biasing strength 3-4 to mold
Megapascal；
Step 5, the demoulding after cement slurry initial set, last natural curing form anti-rain-impact cement surface layer for 48 hours；
Step 6 is first laid with one layer of compact arranged plastic base on the ground；
Then step 7 disposes anti-rain-impact cement surface layer on plastic base, withstand on embedding leg plate in trough floor
Clinch is overlapped on ledge plate simultaneously；
Step 8, repeating step 7, floor tile is mated formation completion until landscape is mated formation.
Compared with prior art the invention has the characteristics that and the utility model has the advantages that
Landscape of the invention floor tile of mating formation has fully considered the anti-rain-impact of landscape floor tile, while from heavy and light, cost
It is cheap, without destroying ecological environment, it is simple to manufacture, is convenient for pipeline construction, pipeline maintenance is not necessarily to earth excavation, has good warp
Ji property.
One, mat formation floor tile present invention employs the landscape of two-layer composite, plastic base and anti-rain-impact cement surface
Layer is assembled into one, and plastic base provides support for anti-rain-impact cement surface layer, further enhances landscape and mats formation floor tile
Globality.
Two, there is good anti-rain-impact performance by the anti-rain-impact cement surface layer of component design component.Through reality
Test examination, landscape of the present invention are mated formation floor tile bump 72 hours under the hydraulic pressure of 15 megapascal, and the surface smoothness of floor tile still may be used
To reach 99% or more.Good anti-rain-impact performance guarantee complete beauty of paving ground after rainwater bump in more days
The property seen will not form ponding on brick body surface or breed insects, increase the service life of floor tile, save landscape investment indirectly
Cost.
Three, lower cost for material used by composite structure, the floor tile self weight far smaller than common floor tile of same volume, and intensity
But it is higher than common floor tile, PP plastics have the non-toxic and feature of environmental protection, avoid the destruction caused by using stone material to natural ecology.
Four, plastic base is also provided with pipe in bottom other than confrontation rain-impact cement surface layer provides substrate support
Line holding tank, pipeline holding tank can accommodate water route and circuit pipeline, high cost construction caused by earth excavation be avoided, in pipe
When line needs to overhaul, it is only necessary to open individual floor tiles, greatly shorten the repair time, save the cost of overhaul.
Five, landscape of the present invention mat formation floor tile preparation method it is simple, low production cost, have good economically feasible
Property.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is the structural schematic diagram of the embodiment of the present invention one.
Fig. 2 is the structural schematic diagram of the embodiment of the present invention two.
Fig. 3 is the structural schematic diagram of the embodiment of the present invention three.
Fig. 4 is the structural schematic diagram of the embodiment of the present invention four.
Fig. 5 is the structural schematic diagram of the embodiment of the present invention five.
Fig. 6 is the structural schematic diagram of the embodiment of the present invention six.
Appended drawing reference: 1- plastic base, 1.1- trough floor, 1.2- ledge plate, the anti-rain-impact cement surface layer of 2-,
The embedding leg plate of 2.1-main boards, 2.11- clinch, 2.2-, the vertical venthole of 3-, 4- pipeline holding tank, 5- installation are empty
The anti-skidding raised line of gap, 6-.
Specific embodiment
Embodiment one:
Shown in Figure 1, a kind of landscape is mated formation floor tile, including brick body, and brick body includes the modeling being combined into one up and down
Expect pedestal 1 and anti-rain-impact cement surface layer 2, the groove profile pedestal that the plastic base is integrally formed, by pp in the present embodiment
Plastics are made.The intensity of PP plastics is higher compared with other plastics, and corrosion resistance is stronger compared to other plastics, and price ratio
Other plastics are less expensive.Plastic base 1 includes horizontal trough floor 1.1 and is located at trough floor width direction two sides and trough floor
Vertically disposed ledge plate 1.2 offers vertical venthole 3 in the trough floor 1.1.
The anti-rain-impact cement surface layer 2 includes the main board 2.1 on top and the embedding leg plate 2.2 of lower part, the embedding leg
At least three are arranged along the width direction interval of main board 2.1 for 2.2 vertical body plate 2.1 of plate, shape between adjacent embedding leg plate
At pipeline holding tank 4, the embedding leg plate 2.2 is located in groove profile pedestal, is placed in trough floor 1.1, and the height of embedding leg plate 2.2 is little
There are fixing clearances 5 between the height of ledge plate 1.2, embedding leg plate 2.2 and ledge plate 1.2.
Two ends of the main board 2.1 extend along the width direction of main board 2.1 towards two sides respectively, and formation is overlapped on
Clinch 2.11 in 1.2 top side face of ledge plate, the outer surface of the clinch 2.11 and the outer surface of ledge plate 1.2 are flat
Together.
The vertical venthole 3 is arranged in groups in the lower section of pipeline holding tank 4, and each pipeline holding tank 4 is correspondingly arranged one
The vertical venthole 3 of group, it is six rows in the present embodiment that every group, which includes at least three rows vertical venthole 3,.
The bottom side surface of the trough floor 1.1, which is equipped with, distinguishes anti-skidding raised line 6 elongated with transverse direction along longitudinal direction.
The height of the pipeline holding tank 4 is the 1/2-2/3 of the height of anti-rain-impact cement surface layer 2, to ensure that
Anti- rain-impact face brick has enough compression strength, described, and the horizontal width of pipeline holding tank is 10 centimetres, the main board
2.1 thickness everywhere is at least 3cm, to guarantee to accommodate pipeline without regard to reducing anti-rain-impact face too much
The compression strength of brick also ensures the bond strength of clinch.The width of the embedding leg plate 2.2 is at least 3cm, the trough floor
1.1 thickness is at least 2cm, and the thickness of ledge plate 1.2 is at least 2cm.To guarantee the enough of confrontation rain-impact cement face brick
Support.
The height of pipeline holding tank 4 is same to each other or different.The cross-sectional shape of the pipeline holding tank 4 is rectangle, ladder
Shape, swallow-tail form or arc.In the present embodiment, there are three the embedding leg plate settings, and the height of pipeline holding tank 4 is same to each other, horizontal
Cross sectional shape is rectangle, and the outer shape of the embedding leg plate of outermost and the inner shape of ledge plate are mutually fitted.
The raw material of the anti-rain-impact cement surface layer by sulphate aluminium cement, water, glycan organic polymer coargulator,
Hydroxypropyl methyl cellulose, calcium chloride, sodium aluminate, lime, alkali, alum, sodium metasilicate, Sodium Polyacrylate and pigment be mixed with and
At.
The raw material components parts by weight of anti-rain-impact cement surface layer described in the present embodiment are as follows:
This landscape is mated formation the construction method of floor tile, and preparation step is as follows:
Step 1 is mated formation the modeling of the design size vertical venthole 3 of prefabricated integrally formed band in the factory of floor tile by landscape
Expect pedestal 1；
Plastic base 1 is put into and is placed within peviform mold by step 2, guarantees anchoring section upward；
Step 3 prepares the raw material of anti-rain-impact cement surface layer by design component proportion, and is mixed evenly
Form cement slurry；
Step 4, the cement slurry in step 3 is poured completely in mold, covers pressing plate, biasing strength 3-4 to mold
Megapascal；
Step 5, the demoulding after cement slurry initial set, last natural curing form anti-rain-impact cement surface layer for 48 hours
2；
Step 6 is first laid with one layer of compact arranged plastic base 1 on the ground；
Then step 7 disposes anti-rain-impact cement surface layer 2 on plastic base 1, embedding leg plate 2.2 is made to withstand on trough floor
(1.1) clinch 2.11 is overlapped on ledge plate 1.2 while on；
Step 8, repeating step 7, floor tile is mated formation completion until landscape is mated formation.
Experimental contrast analysis:
Following table is bump 72 hours under the hydraulic pressure of 15 megapascal, and the landscape of embodiment one is mated formation floor tile and common coagulation
The comparing result of soil brick, ordinary cement floor tile reference examples surface smoothness.
| Type | Surface smoothness (%) |
| Embodiment | 99.5% |
| Normal concrete floor tile | 85.4% |
| Ordinary cement floor tile | 88.2% |
As can be seen from the above table, landscape of the invention mat formation floor tile anti-rain-impact performance be substantially better than it is existing common
Concrete floor tile and ordinary cement floor tile.Landscape of the invention mats formation floor tile with good anti-rain-impact performance, 15,000,000
Bump 72 hours under the hydraulic pressure of pa, the surface smoothness of floor tile still can achieve 99% or more.
Embodiment two:
Shown in Figure 2, unlike embodiment one, there are four embedding leg plate settings, the height phase of pipeline holding tank 4
Mutually identical, cross-sectional shape is rectangle.Vertical venthole 3 is arranged in groups in the lower section of pipeline holding tank 4, and each pipeline accommodates
Slot 4 is correspondingly arranged one group of vertical venthole 3, and it is three rows in the present embodiment that every group, which includes at least three rows vertical venthole 3,.
The raw material components parts by weight of anti-rain-impact cement surface layer described in the present embodiment are as follows:
Experimental contrast analysis:
Following table is bump 72 hours under the hydraulic pressure of 15 megapascal, and the landscape of embodiment two is mated formation floor tile and common coagulation
The comparing result of soil brick, ordinary cement floor tile reference examples surface smoothness.
| Type | Surface smoothness (%) |
| Embodiment | 99.4% |
| Normal concrete floor tile | 85.4% |
| Ordinary cement floor tile | 88.2% |
As can be seen from the above table, landscape of the invention mat formation floor tile anti-rain-impact performance be substantially better than it is existing common
Concrete floor tile and ordinary cement floor tile.Landscape of the invention mats formation floor tile with good anti-rain-impact performance, 15,000,000
Bump 72 hours under the hydraulic pressure of pa, the surface smoothness of floor tile still can achieve 99% or more.
Embodiment three:
Shown in Figure 3, unlike embodiment one, there are four embedding leg plate settings, the height phase of pipeline holding tank 4
Mutually different, cross-sectional shape is rectangle.Vertical venthole 3 is arranged in groups in the lower section of pipeline holding tank 4, and each pipeline accommodates
Slot 4 is correspondingly arranged one group of vertical venthole 3, and it is three rows in the present embodiment that every group, which includes at least three rows vertical venthole 3,.
The raw material components parts by weight of anti-rain-impact cement surface layer described in the present embodiment are as follows:
Experimental contrast analysis:
Following table is bump 72 hours under the hydraulic pressure of 15 megapascal, and the landscape of embodiment one is mated formation floor tile and common coagulation
The comparing result of soil brick, ordinary cement floor tile reference examples surface smoothness.
| Type | Surface smoothness (%) |
| Embodiment | 99.6% |
| Normal concrete floor tile | 85.4% |
| Ordinary cement floor tile | 88.2% |
As can be seen from the above table, landscape of the invention mat formation floor tile anti-rain-impact performance be substantially better than it is existing common
Concrete floor tile and ordinary cement floor tile.Landscape of the invention mats formation floor tile with good anti-rain-impact performance, 15,000,000
Bump 72 hours under the hydraulic pressure of pa, the surface smoothness of floor tile still can achieve 99% or more.
Example IV:
Shown in Figure 4, unlike embodiment one, there are four embedding leg plate settings, the height phase of pipeline holding tank 4
Mutually identical, cross-sectional shape is isosceles trapezoid.Vertical venthole 3 is arranged in groups in the lower section of pipeline holding tank 4, each pipeline
Holding tank 4 is correspondingly arranged one group of vertical venthole 3, and it is three rows in the present embodiment that every group, which includes at least three rows vertical venthole 3,.
The raw material components parts by weight of anti-rain-impact cement surface layer described in the present embodiment are as follows:
Experimental contrast analysis:
Following table is bump 72 hours under the hydraulic pressure of 15 megapascal, and the landscape of embodiment one is mated formation floor tile and common coagulation
The comparing result of soil brick, ordinary cement floor tile reference examples surface smoothness.
| Type | Surface smoothness (%) |
| Embodiment | 99.4% |
| Normal concrete floor tile | 85.4% |
| Ordinary cement floor tile | 88.2% |
As can be seen from the above table, landscape of the invention mat formation floor tile anti-rain-impact performance be substantially better than it is existing common
Concrete floor tile and ordinary cement floor tile.Landscape of the invention mats formation floor tile with good anti-rain-impact performance, 15,000,000
Bump 72 hours under the hydraulic pressure of pa, the surface smoothness of floor tile still can achieve 99% or more.
Embodiment five:
Shown in Figure 5, unlike embodiment one, there are four embedding leg plate settings, the height phase of pipeline holding tank 4
Mutually identical, cross-sectional shape is isosceles swallow-tail form.Vertical venthole 3 is arranged in groups in the lower section of pipeline holding tank 4, Mei Geguan
Line holding tank 4 is correspondingly arranged one group of vertical venthole 3, and it is three in the present embodiment that every group, which includes at least three rows vertical venthole 3,
Row.
The raw material components parts by weight of anti-rain-impact cement surface layer described in the present embodiment are as follows:
Experimental contrast analysis:
Following table is bump 72 hours under the hydraulic pressure of 15 megapascal, and the landscape of embodiment one is mated formation floor tile and common coagulation
The comparing result of soil brick, ordinary cement floor tile reference examples surface smoothness.
| Type | Surface smoothness (%) |
| Embodiment | 99.5% |
| Normal concrete floor tile | 85.4% |
| Ordinary cement floor tile | 88.2% |
As can be seen from the above table, landscape of the invention mat formation floor tile anti-rain-impact performance be substantially better than it is existing common
Concrete floor tile and ordinary cement floor tile.Landscape of the invention mats formation floor tile with good anti-rain-impact performance, 15,000,000
Bump 72 hours under the hydraulic pressure of pa, the surface smoothness of floor tile still can achieve 99% or more.
Embodiment six:
Shown in Figure 6, unlike embodiment one, there are four embedding leg plate settings, the height phase of pipeline holding tank 4
Mutually identical, cross-sectional shape is arc.Vertical venthole 3 is arranged in groups in the lower section of pipeline holding tank 4, each pipeline holding tank
4 are correspondingly arranged one group of vertical venthole 3, and it is three rows in the present embodiment that every group, which includes at least three rows vertical venthole 3,.
The raw material components parts by weight of anti-rain-impact cement surface layer described in the present embodiment are as follows:
Experimental contrast analysis:
Following table is bump 72 hours under the hydraulic pressure of 15 megapascal, and the landscape of embodiment one is mated formation floor tile and common coagulation
The comparing result of soil brick, ordinary cement floor tile reference examples surface smoothness.
| Type | Surface smoothness (%) |
| Embodiment | 99.6% |
| Normal concrete floor tile | 85.4% |
| Ordinary cement floor tile | 88.2% |
As can be seen from the above table, landscape of the invention mat formation floor tile anti-rain-impact performance be substantially better than it is existing common
Concrete floor tile and ordinary cement floor tile.Landscape of the invention mats formation floor tile with good anti-rain-impact performance, 15,000,000
Bump 72 hours under the hydraulic pressure of pa, the surface smoothness of floor tile still can achieve 99% or more.
Claims (10)
- Floor tile, including brick body 1. a kind of landscape is mated formation, it is characterised in that: brick body includes the plastics base being combined into one up and down Seat (1) and anti-rain-impact cement surface layer (2), the groove profile pedestal that the plastic base is integrally formed, including horizontal slot bottom Plate (1.1) and be located at trough floor width direction two sides, with the vertically disposed ledge plate (1.2) of trough floor, the trough floor (1.1) On offer vertical venthole (3),The anti-rain-impact cement surface layer (2) includes the main board (2.1) on top and the embedding leg plate (2.2) of lower part, described embedding Leg plate (2.2) vertical body plate (2.1) is arranged at least three along the width direction interval of main board (2.1), adjacent embedding leg plate Between form pipeline holding tank (4), the embedding leg plate (2.2) is located at that groove profile pedestal is interior, is placed on trough floor (1.1), embedding leg plate (2.2) height is not more than the height of ledge plate (1.2), and there are fixing clearances between embedding leg plate (2.2) and ledge plate (1.2) (5),Two ends of the main board (2.1) extend along the width direction of main board (2.1) towards two sides respectively, and formation is overlapped on Clinch (2.11) in ledge plate (1.2) top side face, the outer surface of the clinch (2.11) and ledge plate (1.2) it is outer Side surface is concordant.
- The floor tile 2. landscape according to claim 1 is mated formation, it is characterised in that: the raw material of the anti-rain-impact cement surface layer By sulphate aluminium cement, water, glycan organic polymer coargulator, hydroxypropyl methyl cellulose, calcium chloride, sodium aluminate, lime, Alkali, alum, sodium metasilicate, Sodium Polyacrylate and pigment are mixed with.
- The floor tile 3. landscape according to claim 1 or 2 is mated formation, it is characterised in that: the vertical venthole (3) is arranged in groups In the lower section of pipeline holding tank (4), each pipeline holding tank (4) is correspondingly arranged one group of vertical venthole (3), and every group includes at least The vertical venthole of three rows (3).
- The floor tile 4. landscape according to claim 2 is mated formation, it is characterised in that: the raw material of the anti-rain-impact cement surface layer Ingredients weight parts are as follows:
- The floor tile 5. landscape according to claim 4 is mated formation, it is characterised in that: the raw material of the anti-rain-impact cement surface layer Ingredients weight parts are as follows:
- The floor tile 6. landscape according to claim 1 is mated formation, it is characterised in that: the bottom side surface of the trough floor (1.1) is set Have and distinguishes anti-skidding raised line (6) elongated with transverse direction along longitudinal direction.
- The floor tile 7. landscape according to claim 1 is mated formation, it is characterised in that: the height of the pipeline holding tank (4) is anti- The height of the 1/2-2/3 of the height of rain-impact cement surface layer (2), pipeline holding tank (4) are same to each other or different.
- The floor tile 8. landscape according to claim 7 is mated formation, it is characterised in that: the cross section shape of the pipeline holding tank (4) Shape is rectangle, trapezoidal, swallow-tail form or arc.
- 9. according to claim 1, landscape described in 7 or 8 any one is mated formation floor tile, it is characterised in that: the main board (2.1) Thickness everywhere is at least 3cm, and the width of the embedding leg plate (2.2) is at least 3cm, and the thickness of the trough floor (1.1) is extremely It is less 2cm, the thickness of ledge plate (1.2) is at least 2cm.
- 10. being mated formation the preparation method of floor tile according to landscape described in claim 3-9 any one, which is characterized in that preparation step It is rapid as follows:Step 1 is mated formation the plastics of the design size prefabricated vertical venthole of integrally formed band (3) in the factory of floor tile by landscape Pedestal (1)；Plastic base (1) is put into and is placed within peviform mold by step 2, guarantees anchoring section upward；Step 3 prepares the raw material of anti-rain-impact cement surface layer by design component proportion, and carries out being mixed evenly to be formed Cement slurry；Step 4 pours the cement slurry in step 3 completely in mold, covers pressing plate to mold, biasing strength is 3-4 megapascal；Step 5, the demoulding after cement slurry initial set, last natural curing form anti-rain-impact cement surface layer (2) for 48 hours；Step 6 is first laid with one layer of compact arranged plastic base (1) on the ground；Then step 7 disposes anti-rain-impact cement surface layer (2) on plastic base (1), embedding leg plate (2.2) is made to withstand on slot bottom Clinch (2.11) is overlapped on ledge plate (1.2) while on plate (1.1)；Step 8, repeating step 7, floor tile is mated formation completion until landscape is mated formation.
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| CN2463438Y (en) * | 2001-02-14 | 2001-12-05 | 李圣勇 | Ecological brick |
| US8397466B2 (en) * | 2004-10-06 | 2013-03-19 | Connor Sport Court International, Llc | Tile with multiple-level surface |
| CN201037220Y (en) * | 2006-08-12 | 2008-03-19 | 张国一 | Brick-plastic combined sod culture grid |
| CN204860294U (en) * | 2015-08-24 | 2015-12-16 | 王和能 | Location type municipal administration greening brick piece |
| CN205242209U (en) * | 2015-10-21 | 2016-05-18 | 湖州园林绿化有限公司 | Ceramic tile is used to footpath |
| CN205741832U (en) * | 2016-06-07 | 2016-11-30 | 厦门鑫润境环保科技有限公司 | A kind of permeable trade surface layer paving structure |
| CN106220107A (en) * | 2016-07-18 | 2016-12-14 | 中国水电基础局有限公司 | Anti-impact cement based paste serous material and preparation method thereof |
-
2017
- 2017-01-06 CN CN201710011229.9A patent/CN106812039B/en active Active
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