CN109024130A - A kind of floor tile and laying method - Google Patents
A kind of floor tile and laying method Download PDFInfo
- Publication number
- CN109024130A CN109024130A CN201811005748.5A CN201811005748A CN109024130A CN 109024130 A CN109024130 A CN 109024130A CN 201811005748 A CN201811005748 A CN 201811005748A CN 109024130 A CN109024130 A CN 109024130A
- Authority
- CN
- China
- Prior art keywords
- floor tile
- hole
- sandy soil
- tile
- groove
- 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.)
- Pending
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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
- E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Some through-holes are set among the floor tile in a kind of floor tile and laying method, and some interlaced grooves are arranged in the bottom surface of floor tile, and groove is communicated with through-hole, and four angles of floor tile are the notches with through-hole with 1/4 circle hole shape of radius, and four pieces of floor tiles are combined into a complete circular hole.When laying, first ground is flattened and is compacted, repave sandy soil, floor tile is laid on sandy soil, grout injection in circular hole and through-hole is spelled out from floor tile after the completion of ground tile paving, cement slurry enters the interlaced groove of floor tile bottom and penetrates into sandy soil, as long as priming charge mud is enough, cement slurry will be full of between floor tile and sandy soil and in sandy soil, it just will form below floor tile after cement slurry sets and be bonded closely firm background layer with floor tile, hanging area below floor tile will significantly reduce, the bearing capacity of floor tile can significantly increase, the breakage rate of floor tile will reduce much in use.The sandy soil of floor tile bottom will not be lost because of wind and weather, loosen.
Description
Technical field:
The present invention relates to floor tiles and laying method that the place such as a kind of street, pavement, parking lot is laid with.
Background technique:
The floor tile that the place such as street, pavement, parking lot is laid with is based on cement brick, slabstone brick, stone.Laying method is general
It is that first ground is flattened and is compacted, sandy soil are repaved, floor tile is laid on sandy soil, this construction method is constructed by many years, technology
Maturation, it is easily operated.But the floor tile being laid in this way, it is difficult to avoid have cavity to keep floor tile part hanging below floor tile.
It is also easy to cause sandy soil to loosen because of wind and weather in use, so floor tile floor tile often occurs and disconnects or fragmentation
Situation.If replacement is again time-consuming and laborious.Relatively good solution is that have a kind of method to fill out the hanging space of floor tile bottom
It fills and can prevent from loosening because of wind and weather sandslide.
Summary of the invention:
The present invention provides a kind of floor tile and laying method in view of the above drawbacks of the prior art.Setting is some logical among floor tile
Some interlaced grooves are arranged in hole, the bottom surface of floor tile.When laying, first ground is flattened and is compacted, sandy soil are repaved, on sandy soil
It is laid with floor tile, grout injection, cement slurry from the through-hole of floor tile enter the criss-cross of floor tile bottom to ground tile paving after the completion
Groove in, and penetrated into sandy soil from groove, as long as priming charge mud is enough in through-hole, between floor tile and sandy soil and
Cement slurry will be poured into sandy soil, just be will form below floor tile after cement slurry sets and be bonded closely firm set off with floor tile
Layer, the hanging area below floor tile will significantly reduce, and the bearing capacity of floor tile can significantly increase, the breakage of floor tile in use
Rate will reduce very much.The sandy soil of floor tile bottom will not be loosened because of wind and weather, and loosen floor tile.This method
Although a bit than traditionally brick laying method trouble, more at high cost, maintenance cycle can extend very much, in the long run,
This is a kind of both economical construction method.
Its technical problem is solved to adopt the technical scheme that:
Some through-holes are set among the floor tile in a kind of floor tile and laying method, and the bottom surface of floor tile is arranged some interlaced recessed
Slot, groove are communicated with through-hole, and guarantee can be flowed to smoothly in groove from priming charge mud in through-hole, and four angles of floor tile are and lead to
With the notch of 1/4 circle hole shape of radius, four pieces of floor tiles can be combined into a complete circular hole in hole, and it is also to use that this, which spells out circular hole,
Carry out grout injection.When laying, first ground is flattened and is compacted, sandy soil are repaved, floor tile is laid on sandy soil, ground tile paving is completed
The grout injection from the through-hole of floor tile afterwards, cement slurry enters in the interlaced groove in floor tile bottom, and penetrates into from groove
In sandy soil, as long as priming charge mud is enough in through-hole, cement slurry, water will be poured between floor tile and sandy soil and in sandy soil
It just will form below floor tile after mud solidification and be bonded closely firm background layer with floor tile, the hanging area below floor tile is just
Can significantly it reduce, the bearing capacity of floor tile can significantly increase, and the breakage rate of floor tile will reduce much in use.Floor tile bottom
Sandy soil will not be loosened because of wind and weather, and loosen floor tile.
Detailed description of the invention:
Fig. 1 is main view outline drawing of the invention；
Fig. 2 is top view of the invention；
Fig. 3 is bottom view of the invention；
Fig. 4 is main view A-A cross-sectional view of the invention；
Fig. 5 is main view B-B cross-sectional view of the invention；
Fig. 6 is axonometric drawing of the invention；
1 is notch in figure, and 2 be groove, and 3 be through-hole, and 4 be side groove, and 5 be brick body.
Specific embodiment:
Some through-holes (3) are set among the floor tile in a kind of floor tile and laying method, and the bottom surface setting of floor tile is some interlaced
Groove (2), groove (2) communicates with through-hole (3), guarantees that priming charge mud can smoothly flow to groove (2) from through-hole (3)
In, four angles of floor tile are the notches (1) with through-hole (3) with 1/4 circle hole shape of radius, and four pieces of floor tiles can be combined into one completely
Circular hole, it is also for grout injection that this, which spells out circular hole,.When laying, first ground is flattened and is compacted, sandy soil are repaved, in sand
Be laid with floor tile on soil, after the completion of ground tile paving from the through-hole (3) of floor tile grout injection, it is mutual that cement slurry enters floor tile bottom
In staggered groove (2), and penetrated into sandy soil from groove (2), as long as priming charge mud is enough in through-hole, in floor tile and
Cement slurry will be poured between sandy soil and in sandy soil, just be will form and be bonded with floor tile closely below floor tile after cement slurry sets
Firm background layer, the hanging area below floor tile will significantly reduce, and the bearing capacity of floor tile can significantly increase, in use
The breakage rate of floor tile will reduce very much.The sandy soil of floor tile bottom will not be loosened because of wind and weather, and keep floor tile loose
It is dynamic.
Claims (1)
1. some through-holes (3) are arranged among the floor tile in a kind of floor tile and laying method, some mutual friendships are arranged in the bottom surface of floor tile
Wrong groove (2), groove (2) are communicated with through-hole (3), guarantee that priming charge mud can smoothly flow to groove (2) from through-hole (3)
In, four angles of floor tile are the notches (1) with through-hole (3) with 1/4 circle hole shape of radius, and four pieces of floor tiles can be combined into one completely
Circular hole, it is also for grout injection that this, which spells out circular hole,；When laying, first ground is flattened and is compacted, sandy soil are repaved, in sand
Be laid with floor tile on soil, after the completion of ground tile paving from the through-hole (3) of floor tile grout injection, it is mutual that cement slurry enters floor tile bottom
In staggered groove (2), and penetrated into sandy soil from groove (2), as long as priming charge mud is enough in through-hole, in floor tile and
Cement slurry will be poured between sandy soil and in sandy soil, just be will form and be bonded with floor tile closely below floor tile after cement slurry sets
Firm background layer, the hanging area below floor tile will significantly reduce, and the bearing capacity of floor tile can significantly increase, in use
The breakage rate of floor tile will reduce very much；The sandy soil of floor tile bottom will not be loosened because of wind and weather, and keep floor tile loose
It is dynamic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811005748.5A CN109024130A (en) | 2018-08-30 | 2018-08-30 | A kind of floor tile and laying method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811005748.5A CN109024130A (en) | 2018-08-30 | 2018-08-30 | A kind of floor tile and laying method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024130A true CN109024130A (en) | 2018-12-18 |
Family
ID=64626455
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811005748.5A Pending CN109024130A (en) | 2018-08-30 | 2018-08-30 | A kind of floor tile and laying method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109024130A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07113204A (en) * | 1993-10-20 | 1995-05-02 | Yutaka Fujikawa | Construction for sticking paving stone |
| JPH0913923A (en) * | 1995-06-27 | 1997-01-14 | Nissan Motor Co Ltd | Variable valve system for internal combustion engine |
| JP2008163664A (en) * | 2006-12-28 | 2008-07-17 | Taiheiyo Precast Concrete Industry Co Ltd | Water retaining pavement structure and its construction method |
| CN101403209A (en) * | 2008-11-05 | 2009-04-08 | 深圳市建筑科学研究院有限公司 | Fast water-permeable brick for stopping pad and laying method |
| CN203834790U (en) * | 2014-05-27 | 2014-09-17 | 中铁十一局集团有限公司 | Concave-convex grouting building block with stable structure |
| US20140369750A1 (en) * | 2013-06-14 | 2014-12-18 | Baltazar Siqueiros | Grout containment sheet and method |
| CN206110457U (en) * | 2016-10-18 | 2017-04-19 | 户县融基建材有限责任公司 | Novel multifunctional cement brick |
| CN107022940A (en) * | 2017-05-18 | 2017-08-08 | 百盛联合建设集团有限公司 | Sidewalk structure and its construction method |
-
2018
- 2018-08-30 CN CN201811005748.5A patent/CN109024130A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07113204A (en) * | 1993-10-20 | 1995-05-02 | Yutaka Fujikawa | Construction for sticking paving stone |
| JPH0913923A (en) * | 1995-06-27 | 1997-01-14 | Nissan Motor Co Ltd | Variable valve system for internal combustion engine |
| JP2008163664A (en) * | 2006-12-28 | 2008-07-17 | Taiheiyo Precast Concrete Industry Co Ltd | Water retaining pavement structure and its construction method |
| CN101403209A (en) * | 2008-11-05 | 2009-04-08 | 深圳市建筑科学研究院有限公司 | Fast water-permeable brick for stopping pad and laying method |
| US20140369750A1 (en) * | 2013-06-14 | 2014-12-18 | Baltazar Siqueiros | Grout containment sheet and method |
| CN203834790U (en) * | 2014-05-27 | 2014-09-17 | 中铁十一局集团有限公司 | Concave-convex grouting building block with stable structure |
| CN206110457U (en) * | 2016-10-18 | 2017-04-19 | 户县融基建材有限责任公司 | Novel multifunctional cement brick |
| CN107022940A (en) * | 2017-05-18 | 2017-08-08 | 百盛联合建设集团有限公司 | Sidewalk structure and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181218 |