CN206625493U - Combined type ship-and-galley tile - Google Patents

Abstract

The utility model discloses a kind of combined type ship-and-galley tile, with floor tile body, the floor tile body is rectangular parallelepiped structure, it is made up of the first foam cement layer, polypropylene fiber layer and the second foam cement layer being bonded successively from top to bottom, multiple rhones being parallel to each other are provided with the top of the first foam cement layer, direction of the width of rhone from notch toward bottom land gradually increases, and the depth of rhone gradually increases from the middle direction toward both ends, raised line is formed between two adjacent rhones, the top of raised line is arch cambered surface.The utility model is designed reasonably, simple in construction, processing and fabricating is easy, production cost is low, surface aesthetics are good, intensity and good toughness, is not susceptible to damage, and service life length, surface can be avoided to catchment, effectively prevent pedestrian and slip.

Description

Combined type ship-and-galley tile

Technical field

The utility model belongs to building material technical field, specifically, more particularly to a kind of combined type ship-and-galley tile.

Background technology

Floor tile is a kind of floor decorative material, is also floor tile, have matter it is hard, it is pressure-resistant it is wear-resisting, can the characteristic such as protection against the tide, use In the ground or flooring of public building and civil buildings.In order to prevent tile surface catchments from causing pedestrian to slip, Chinese patent ZL 201220379360.3 disclosed a kind of ship-and-galley tile on January 30th, 2013, through hole were provided with floor tile body, through hole runs through The upper and lower surface of floor tile, through hole connection subdrainage passage.Water is guided in time although above patent can be realized, through hole Aperture is smaller, only 0.2-0.4mm, is easily blocked by debris, and is difficult to dredge after blocking, however it remains the disadvantage catchmented.Separately Outside, existing floor tile is generally fired by clay and formed, and intensity and toughness are inadequate, are easily damaged, and service life does not ensure.

Utility model content

In view of the drawbacks described above of prior art, technical problem to be solved in the utility model is to provide a kind of combined type Ship-and-galley tile.

Technical solutions of the utility model are as follows：A kind of combined type ship-and-galley tile, there is floor tile body, it is characterised in that：Institute It is rectangular parallelepiped structure to state floor tile body, by the first foam cement layer, the polypropylene fiber layer and second being bonded successively from top to bottom Foam cement layer is formed, and is provided with multiple rhones being parallel to each other at the top of the first foam cement layer, and the rhone penetrates the The front/rear end of one foam cement layer, the direction of the width of the rhone from notch toward bottom land gradually increase, and rhone Depth gradually increases from the middle direction toward both ends, and raised line is formed between two adjacent rhones, and the top of raised line is to encircle cambered surface, institute It is the first inclined-plane to state the position that the first foam cement layer top surface is located on the left of one rhone of Far Left, and first inclined-plane is left high right Low dip is set, and the position that the first foam cement layer top surface is located on the right side of one rhone of rightmost is the second inclined-plane, and this second The left low right high dip in inclined-plane is set.

Using above technical scheme, floor tile is three-layer composite structure, is topmost foam cement with bottom, intensity can Lean on, crushing resistance is good, and centre is polypropylene fibre, by its unique tensile strength and toughness, can effectively prevent floor tile Embrittlement or damage, ensure that the service life of floor tile.For floor tile top surface in addition to rhone, it is multiple arches among inclined-plane that both sides, which are, Cambered surface, such rainwater can catchment, effectively prevent along inclined-plane and arch cambered surface automatic stream rhone so as to avoid tile surface Pedestrian slips.Shallow both ends are deep among rhone at the top of floor tile, can be in time by the seam between two floor tiles of water pilot flow direction In gap, then flowed away by the gap between two floor tiles；Rhone is up-narrow and down-wide, while ensuring that water diversion is big, can keep away Exempt from Ms's heel to be caught in rhone, eliminate potential safety hazard；Meanwhile even if rhone by foreign matters from being blocked, also can be by thin Iron wire is dredged, and purge operation is very convenient.

Preferably, the distance between two adjacent rhones are equal, the width of the raised line is the 2-5 of draining well width Times.

It is firm to ensure to install on the ground in order to which the concrete when mating formation with lower section engages closely, second hair The bottom surface of soaked mud layer is provided with the projection by matrix distribution.

Beneficial effect：The utility model is designed reasonably, simple in construction, processing and fabricating is easy, production cost is low, surface aesthetic Property good, intensity and good toughness, be not susceptible to damage, service life length, surface can be avoided to catchment, effectively prevent pedestrian cunning .

Brief description of the drawings

Fig. 1 is structural representation of the present utility model.

Embodiment

The utility model is described in further detail with reference to the accompanying drawings and examples：

As shown in figure 1, the utility model has floor tile body 1, the floor tile body 1 is rectangular parallelepiped structure, by from top to bottom The the first foam cement layer 1A, the polypropylene fiber layer 1B that are bonded successively and the second foam cement layer 1C are formed.Preferably, first Foam cement layer 1A thickness is equal to the second foam cement layer 1C thickness, and the second foam cement layer 1C thickness is less than polypropylene Fibrous layer 1B thickness.The projection 11 by matrix distribution, projection 11 and second are provided with the second foam cement layer 1C bottom surface Foam cement layer 1C is structure as a whole, and the size and shape of projection 11 are according to determination is actually needed, and therefore not to repeat here.

As shown in figure 1, it is provided with multiple rhones 12 being parallel to each other, the rhone at the first foam cement layer 1A top 12 the first foam cement layer 1A of insertion front/rear end, the number of rhone 12 is according to being actually needed determination.The width of rhone 12 Spend the direction from notch toward bottom land gradually to increase, and the depth of rhone 12 gradually increases from the middle direction toward both ends, two-phase The distance between adjacent rhone 12 is equal.

As shown in figure 1, forming raised line 13 between two adjacent rhones 12, the top of raised line 13 is arch cambered surface, raised line 13 Width is 2-5 times of the width of rhone 12.First foam cement layer 1A top surfaces are located at the portion in the left side of one rhone of Far Left 12 Position is the first inclined-plane 14, and the right low left high of the first inclined-plane 14 is obliquely installed, and the first foam cement layer 1A top surfaces are located at rightmost one The position on the individual right side of rhone 12 is the second inclined-plane 14 ', and the left low right high dip in second inclined-plane 14 ' is set.

Claims (3)

1. a kind of combined type ship-and-galley tile, there is floor tile body（1）, it is characterised in that：The floor tile body（1）For cuboid knot Structure, by the first foam cement layer being bonded successively from top to bottom（1A）, polypropylene fiber layer（1B）With the second foam cement layer （1C）Form, in the first foam cement layer（1A）Top be provided with multiple rhones being parallel to each other（12）, the rhone（12） Penetrate the first foam cement layer（1A）Front/rear end, the rhone（12）Direction of the width from notch toward bottom land gradually increase Greatly, and rhone（12）Depth gradually increase from the middle direction toward both ends, two adjacent rhones（12）Between form raised line （13）, raised line（13）Top for arch cambered surface, first foam cement layer（1A）Top surface is located at one rhone of Far Left （12）The position in left side is the first inclined-plane（14）, first inclined-plane（14）Right low left high is obliquely installed, the first foam cement layer （1A）Top surface is located at one rhone of rightmost（12）The position on right side is the second inclined-plane（14’）, second inclined-plane（14’）It is left low Right high dip is set.

2. combined type ship-and-galley tile as claimed in claim 1, it is characterised in that：Two adjacent rhones（12）The distance between phase Deng the raised line（13）Width be rhone（12）2-5 times of width.

3. combined type ship-and-galley tile as claimed in claim 1 or 2, it is characterised in that：Second foam cement layer（1C）'s Bottom surface is provided with the projection by matrix distribution（11）.