CN104533093A - Floor tile pavement floor structure and pavement method thereof - Google Patents
Floor tile pavement floor structure and pavement method thereof Download PDFInfo
- Publication number
- CN104533093A CN104533093A CN201510009722.8A CN201510009722A CN104533093A CN 104533093 A CN104533093 A CN 104533093A CN 201510009722 A CN201510009722 A CN 201510009722A CN 104533093 A CN104533093 A CN 104533093A
- Authority
- CN
- China
- Prior art keywords
- floor tile
- filling strip
- joint filling
- joint
- plate
- 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.)
- Granted
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
The invention relates to a floor tile pavement floor structure and a pavement method of the floor tile pavement floor structure. The pavement method of the floor tile pavement floor structure comprises the steps that gap filling strips are arranged on a ground foundation, the space between every two gap filling strips is filled with a cushion layer, and binding layers are arranged on the gap filling strips and the cushion layer; the binding layers are paved with floor tiles, and the width of a plate gap between every two adjacent floor tiles is made to be about 2 mm or smaller than 2 mm; the binding layers below the plate gaps at the gap filling strips are removed, so that the plate gaps extend downwards all the time to reach the gap filling strips; the plate gaps are filled with sealant jointing agents.
Description
Technical field
Present invention relates in general to earth construction, more particularly, relate to a kind of floor tile paving ground structure and laying method thereof, it is particularly suitable for large area floor tile paving ground, can realize floor tile and closely lays and can prevent hollowing phenomenon simultaneously.
Background technology
In the Decoration of current large buildings, a lot of ground is had to adopt the floor tile paving of such as ceramic tile, granite slab and marble slabs and so on to design.In order to pursue greatly and the Space of integration, floor tile plate adopts close joint paving mode usually, and piece is little to 4mm, such as, be generally about 3mm.When granite or marble floorings do crystallization treatment, seamless processing mode can be adopted, thus realize the luxurious sense of entirely looking like a minute surface entirety.Plate floor area in same continuous space can reach 1000m
2above.
In existing floor tile paving ground construction technology, if in order to pursue the piece that associative perception reduces between floor tile plate further, then may go wrong.Floor tile sheet metal layer because of the impact of the factors such as moisture content, environment temperature and coefficient of thermal expansion and contraction, different breathing occurs from tack coat below, bed course etc. to be changed, and such breathing change shows more remarkable for large scale floor tile plate.The size of the floor tile plate that large space ground adopts is generally at 800mm × more than 800mm, and such as 1000mm × 1000mm is even larger.When the large area close joint construction of such large-sized sheet material, Stress superposition may be there is and concentrate, thus cause plate hollowing, arch camber comes off or the phenomenon such as drawing crack.
Therefore, need exploitation one to be suitable for large-area floor tile paving ground structure, it can realize better entirety and to mat formation effect, suppresses swell-shrinking stress to the destruction of plate simultaneously, prevents plate hollowing, arch camber comes off or the phenomenon such as drawing crack.
Summary of the invention
One aspect of the present invention provides a kind of floor tile paving ground structure and laying method thereof, and it can realize better entirety and to mat formation effect, suppresses swell-shrinking stress to the destruction of plate simultaneously, prevents plate hollowing, arch camber comes off or the phenomenon such as drawing crack.
According to an embodiment, a kind of laying method of floor tile paving ground structure comprises: in ground substrate, arrange joint filling strip; Bed course is filled between joint filling strip; Joint filling strip and bed course arrange tack coat; Tack coat lays floor tile, and the width that the plate between described floor tile is stitched is about 2mm or lower; Remove the tack coat of the plate seam below at described joint filling strip place, described plate is stitched and extends downwardly into described joint filling strip always; And in described plate seam filling with sealant jointing agent.
In one example, described joint filling strip is also close to wall and is arranged on corner place, and the width being arranged on the joint filling strip at corner place is the half of the width of joint filling strip or not corner place.
In one example, the spacing between described joint filling strip is roughly N times of the equidirectional size of described floor tile, and wherein N is the integer between 3 and 8.
In one example, described joint filling strip is extruded polystyrene lath.
In one example, the step arranging joint filling strip comprises and being fixed in described ground substrate by described extruded polystyrene lath with expansion bolt.
In one example, the step of filling with sealant jointing agent comprises the top of filling described plate seam with fluid sealant jointing agent, and the remainder leaving described plate seam is hollow joint, and the thickness of described fluid sealant jointing agent is 2mm-4mm.
In one example, the gap of described floor tile and body of wall junction is not containing the hollow joint of jointing agent, and described method is also included in corner place arranges baseboard to cover described hollow joint.
According to another embodiment, a kind of floor tile paving ground structure comprises: be arranged on the joint filling strip in ground substrate; Be filled in the bed course between joint filling strip; Cover the tack coat on joint filling strip and bed course; And the floor tile be laid on tack coat, the width of the plate seam between described floor tile is about 2mm or lower, plate seam between floor tile directly over wherein said joint filling strip extends downwardly through described tack coat and arrives at described joint filling strip, and the top of described plate seam is filled with fluid sealant jointing agent, the remainder of described plate seam is hollow joint.
In one example, described floor tile and junction, corner are hollow joint, and described hollow joint is covered by baseboard.
In one example, described joint filling strip is extruded polystyrene lath, and described extruded polystyrene lath is fixed in described ground substrate by with expansion bolt.
Accompanying drawing explanation
Fig. 1 illustrates floor tile paving ground structure according to an embodiment of the invention;
Fig. 2 illustrates the process of deployment of floor tile paving ground structure according to an embodiment of the invention;
Fig. 3 illustrates the process of deployment of floor tile paving ground structure according to an embodiment of the invention; And
Fig. 4 illustrates the process of deployment of floor tile paving ground structure according to an embodiment of the invention.
Detailed description of the invention
With reference to the accompanying drawings embodiments of the invention are described.Some details of technical scheme are given, such as size etc. in embodiment.Should be understood that unless stated otherwise, otherwise these details can regulate according to embody rule, and be not limited to the precise forms given by embodiment.
Fig. 1 illustrates floor tile paving ground structure according to an embodiment of the invention.As shown in Figure 1, this vibrational power flow is on surface based bottom 10.In certain embodiments, body of wall 12 is also had.Surface based bottom 10 arranges joint filling strip 20.Joint filling strip 20 can be that coefficient of thermal expansion is lower and have certain flexible material, such as extruded polystyrene lath etc.The width of joint filling strip 20 can be such as 10-40mm, such as 20mm, and the width that against the joint filling strip 20 of body of wall 12 can be the half of the width of the joint filling strip 20 not pasting body of wall 12, such as 10mm.The spacing of joint filling strip 20 can be roughly N times of floor tile plate size, and N is integer, to guarantee that joint filling strip 20 faces the plate seam 42 between floor tile plate 40.Preferably, N can be 3-8.If N is too little, such as, be 1, then complicated construction technique, and cost is higher; On the other hand, if N is too large, then the effect of good relieve stresses can not be played.Preferably, the spacing between joint filling strip 20 is no more than 6m.
Joint filling strip 20 can be fixed on surface based bottom 10 by various mode.Such as, adhesives such as polymer or cement mortar can be used to smear Eight characters pier in the both sides of joint filling strip 20 to be fixed on surface based bottom 10.In another preferred embodiment, can adopt the plastic expansion bolt (not shown) of such as φ 6, with the spacing of 200mm-800mm, extruded polystyrene lath is made joint filling strip 20 to be fixed on surface based bottom 10.The scheme using plastic expansion bolt is preferred, because it provides larger constant intensity, avoids the displacement of the joint filling strip 20 in the future occurred because of such as walking about of people.The upper surface of joint filling strip 20 is unified on a horizontal plane.
Continue with reference to Fig. 1, bed course 22 is arranged between joint filling strip 20, and the two has substantially concordant upper surface.Bed course 22 can comprise such as sandstone, lime, cement etc. or its mixture.
Tack coat 30 to be arranged on joint filling strip 20 and course 22 and to cover them.Tack coat 30 can comprise the conventional binding material in this area, such as cement mortar etc.Floor tile plate 40 is laid on tack coat 30, and is adhered to bed course 22 below by tack coat 30.Floor tile plate 40 can comprise ceramic tile, marble slabs, granite plates etc., and it can have larger size, such as 800mm × 800mm, 1000mm × 1000mm, even larger.In the present invention, the spacing between floor tile plate 40, namely plate seam 42, can arrange less than common process, such as, reach about 2mm, even lower.This is because structure design of the present invention achieves certain stress release, thus alleviate Stress superposition, this will become obvious after reading this manual by reference to the accompanying drawings.
Continue with reference to Fig. 1, the seam of the plate above joint filling strip 20 42 between floor tile plate 40 and the plate between floor tile plate 40 and body of wall 12 stitch 42 and can extend always arrive at joint filling strip 20, are formed complete to stretch crack structure.That is, in these positions, tack coat 30 is removed.And for the plate seam 42 not directly over joint filling strip 20, can process as common process.That is, the plate seam 42 not directly over joint filling strip 20 can extend to tack coat 30.But in a preferred embodiment of the invention, it is inner that plate not directly over joint filling strip 20 seam 42 also can extend to tack coat 30, or penetrate tack coat 30 and arrive at bed course 22, thus contribute to discharging stress.
Jointing agent can be filled with in plate seam 42 between floor tile plate 40.For the plate seam 42 be positioned at directly over joint filling strip 20, be wherein filled with and the upper surface of floor tile plate 40 or the fluid sealant jointing agent 44 close with jointing agent color.Because plate seam 42 is comparatively narrow, little of about 2mm, such as, so the filling thickness of fluid sealant jointing agent 44 can be thinner, between 2mm and 4mm.This thickness is preferred, because if be less than 2mm, then and may be damaged during use because of insufficient strength; If be greater than 4mm, be then unfavorable for stress release.Floor tile plate 40 and body of wall 12 junction can be hollow joints, without any jointing agent, and are covered by baseboard 14.Flush joint between baseboard 14 and floor tile plate 40 also can use fluid sealant jointing 44 to process, and to avoid dust to enter into gap therebetween, is not easy to cleaning.
The laying construction of floor tile paving ground structure of the present invention is described below with reference to Fig. 2-4 and Fig. 1.
Fig. 2 illustrates a point storehouse construction.Before implementing point storehouse construction shown in Fig. 2, levelling construction can be carried out to ground basalis 10, to obtain the substrate surface of substantially flat, and the floating ash of substrate surface be cleaned out.Then, will as shown in Figure 2, surface based bottom 10 arranges joint filling strip 20.Joint filling strip 20 can be that coefficient of thermal expansion is lower and have certain flexible material, such as extruded polystyrene lath etc.The width of joint filling strip 20 can be 10-40mm, such as 20mm, and the width that against the joint filling strip 20 of metope 12 can be the half of the width of the joint filling strip 20 of not wall covering surface 12, such as 10mm.The spacing of joint filling strip 20 can be roughly N times of floor tile plate size, and N is integer, to guarantee that joint filling strip 20 faces the gap between the floor tile plate 40 of paving below.Preferably, N can be 3-8.If N is too little, such as, be 1, then complicated construction technique, and cost is higher; On the other hand, if N is too large, then the effect of good relieve stresses can not be played.Preferably, the spacing between joint filling strip 20 is no more than 6m.
Can arrange according to pre-designed point storehouse, surface based bottom 10 ejects with the line of ink marker the predetermined installation control center line (not shown) of joint filling strip 20.Then, along center line, joint filling strip 20 can be installed to surface based bottom 10.Such as, adhesives such as polymer or cement mortar can be used to smear Eight characters pier in the both sides of joint filling strip 20 to be fixed on surface based bottom 10.In another preferred embodiment, can adopt the plastic expansion bolt (not shown) of such as φ 6, with the spacing of 200mm-800mm, extruded polystyrene lath is made joint filling strip 20 to be fixed on surface based bottom 10.The scheme using plastic expansion bolt is preferred, because it provides larger constant intensity, avoids the displacement of the joint filling strip 20 in the future occurred because of such as walking about of people.The upper surface of joint filling strip 20 is unified on a horizontal plane.
Then, as shown in Figure 3, between joint filling strip 20, bed course 22 is filled, to obtain the upper surface of substantially flat.Bed course 22 can comprise such as sandstone, lime, cement etc. or its mixture.Then, joint filling strip 20 and bed course 22 arrange tack coat 30.Tack coat 30 can comprise the conventional binding material in this area, such as cement mortar etc.
Next, as shown in Figure 4, conveniently construction method carries out the paving operation of floor tile plate 40.Floor tile plate 40 can be ceramic tile, marble slabs, granite plates energy, and it can have larger size, such as 800mm × 800mm, 1000mm × 1000mm, even larger.The interface treating agent commonly used this area can be rinsed to promote the combination between floor tile plate 40 and tack coat 30 at the back side of floor tile plate 40.In an embodiment of the present invention, the spacing between floor tile plate 40 can arrange less than common process, such as, reach about 2mm even lower.This is because bedding design of the present invention achieves certain stress release, thus alleviate gap between floor tile plate 40 less time Stress superposition.
Continue with reference to Fig. 4, when floor tile plate 40 paving is to joint filling strip 20 place or the foot of a wall, saw blade or scuppit etc. can be used to be cleaned out by the tack coat 30 below the gap 42 (that is, plate seam) between floor tile plate 40, make plate stitch to extend always and arrive at joint filling strip 20, formed and complete stretch crack structure.And for the plate seam not directly over joint filling strip 20, can process as common process.That is, the plate seam not directly over joint filling strip 20 can extend to tack coat 30.But in a preferred embodiment of the invention, the plate seam not directly over joint filling strip 20 also extends in tack coat 30 at least partly, or arrives at bed course 22 through tack coat 30, thus contributes to discharging stress.
Next, need to carry out watering maintenance to laid floor tile plate 40, until reach certain requirement of strength, jointing operation below can be proceeded.
Referring back to Fig. 1, it illustrates jointing construction.For the plate seam not directly over joint filling strip 20, jointing agent conveniently jointing technique can be used to process.For the plate seam 42 directly over joint filling strip 20, as shown in Figure 1, can use and carry out handling flexibly with the upper surface of floor tile plate 40 or the fluid sealant jointing agent 44 close with jointing agent color.The filling thickness of fluid sealant jointing agent 44 is preferred between 2mm and 4mm.If be less than 2mm, then may be damaged during use because of insufficient strength; If be greater than 4mm, be then unfavorable for stress release.Floor tile plate 40 and body of wall 12 junction can adopt hollow joint process, and clean out in seam and cover with baseboard 14 after mortar, the flush joint between baseboard 14 and floor tile plate 40 also can use fluid sealant jointing 44 to process.Thus, obtain the floor tile paving ground structure shown in Fig. 1.
Describe the present invention with reference to specific embodiment above.But it should be noted, when not departing from thought of the present invention and scope, the various changes in form and details can be carried out.Scope of the present invention is defined by claims and equivalent thereof.
Claims (10)
1. a laying method for floor tile paving ground structure, comprising:
Ground substrate arranges joint filling strip;
Bed course is filled between joint filling strip;
Joint filling strip and bed course arrange tack coat;
Tack coat lays floor tile, and the width that the plate between described floor tile is stitched is about 2mm or lower;
Remove the tack coat of the plate seam below at described joint filling strip place, described plate is stitched and extends downwardly into described joint filling strip always; And
Filling with sealant jointing agent in described plate seam.
2. the method for claim 1, wherein said joint filling strip is also close to wall and is arranged on corner place, and the width being arranged on the joint filling strip at corner place is the half of the width of joint filling strip or not corner place.
3. the method for claim 1, the spacing between wherein said joint filling strip is roughly N times of the equidirectional size of described floor tile, and wherein N is the integer between 3 and 8.
4. the method for claim 1, wherein said joint filling strip is extruded polystyrene lath.
5. method as claimed in claim 4, the step wherein arranging joint filling strip comprises and being fixed in described ground substrate by described extruded polystyrene lath with expansion bolt.
6. the method for claim 1, wherein the step of filling with sealant jointing agent comprises the top of filling described plate seam with fluid sealant jointing agent, and the remainder leaving described plate seam is hollow joint, and the thickness of described fluid sealant jointing agent is 2mm-4mm.
7. the method for claim 1, the gap of wherein said floor tile and body of wall junction is not containing the hollow joint of jointing agent, and described method is also included in corner place arranges baseboard to cover described hollow joint.
8. a floor tile paving ground structure, comprising:
Be arranged on the joint filling strip in ground substrate;
Be filled in the bed course between joint filling strip;
Cover the tack coat on joint filling strip and bed course; And
Be laid on the floor tile on tack coat, the width of the plate seam between described floor tile is about 2mm or lower,
Plate seam between floor tile directly over wherein said joint filling strip extends downwardly through described tack coat and arrives at described joint filling strip, and
The top of described plate seam is filled with fluid sealant jointing agent, and the remainder of described plate seam is hollow joint.
9. floor tile paving ground structure as claimed in claim 8, wherein said floor tile and junction, corner are hollow joint, and described hollow joint is covered by baseboard.
10. floor tile paving ground structure as claimed in claim 8, wherein said joint filling strip is extruded polystyrene lath, and described extruded polystyrene lath is fixed in described ground substrate by with expansion bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510009722.8A CN104533093B (en) | 2015-01-08 | 2015-01-08 | Floor tile paving ground structure and laying method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510009722.8A CN104533093B (en) | 2015-01-08 | 2015-01-08 | Floor tile paving ground structure and laying method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104533093A true CN104533093A (en) | 2015-04-22 |
| CN104533093B CN104533093B (en) | 2016-06-22 |
Family
ID=52848700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510009722.8A Expired - Fee Related CN104533093B (en) | 2015-01-08 | 2015-01-08 | Floor tile paving ground structure and laying method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104533093B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256973A (en) * | 2015-09-11 | 2016-01-20 | 苏州水木清华设计营造有限公司 | Method for paving and constructing floor tiles with elevation cushion blocks |
| CN107237476A (en) * | 2017-07-18 | 2017-10-10 | 苏州美瑞德建筑装饰有限公司 | Accomodation ground stone material paving mounting structure |
| CN110847547A (en) * | 2019-11-12 | 2020-02-28 | 泉州台商投资区国进信息技术有限公司 | Floor tile and laying method thereof |
| CN113482279A (en) * | 2021-07-13 | 2021-10-08 | 广东包清贴装饰工程有限公司 | Large-scale rock plate paving process |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001020505A (en) * | 1999-07-09 | 2001-01-23 | Asahi Chem Ind Co Ltd | Floor structure and floor work execution method |
| CN201826492U (en) * | 2010-10-28 | 2011-05-11 | 都江堰市三美科技有限公司 | Combined type floor structure |
| CN202208877U (en) * | 2011-07-01 | 2012-05-02 | 江苏南通六建建设集团有限公司 | Ground pavement expansion joint structure on concrete cushion layer expansion joint |
| CN103437525A (en) * | 2013-08-22 | 2013-12-11 | 德清扬泰建筑材料有限公司 | Tile seam processing process |
| CN204402045U (en) * | 2015-01-08 | 2015-06-17 | 王玲 | Floor tile paving ground structure |
-
2015
- 2015-01-08 CN CN201510009722.8A patent/CN104533093B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001020505A (en) * | 1999-07-09 | 2001-01-23 | Asahi Chem Ind Co Ltd | Floor structure and floor work execution method |
| CN201826492U (en) * | 2010-10-28 | 2011-05-11 | 都江堰市三美科技有限公司 | Combined type floor structure |
| CN202208877U (en) * | 2011-07-01 | 2012-05-02 | 江苏南通六建建设集团有限公司 | Ground pavement expansion joint structure on concrete cushion layer expansion joint |
| CN103437525A (en) * | 2013-08-22 | 2013-12-11 | 德清扬泰建筑材料有限公司 | Tile seam processing process |
| CN204402045U (en) * | 2015-01-08 | 2015-06-17 | 王玲 | Floor tile paving ground structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256973A (en) * | 2015-09-11 | 2016-01-20 | 苏州水木清华设计营造有限公司 | Method for paving and constructing floor tiles with elevation cushion blocks |
| CN107237476A (en) * | 2017-07-18 | 2017-10-10 | 苏州美瑞德建筑装饰有限公司 | Accomodation ground stone material paving mounting structure |
| CN110847547A (en) * | 2019-11-12 | 2020-02-28 | 泉州台商投资区国进信息技术有限公司 | Floor tile and laying method thereof |
| CN113482279A (en) * | 2021-07-13 | 2021-10-08 | 广东包清贴装饰工程有限公司 | Large-scale rock plate paving process |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104533093B (en) | 2016-06-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100396859C (en) | Pouring concrete separating crack structure and construction method thereof | |
| US3969851A (en) | Architectural paving system with individual control joint paving | |
| CN104533093B (en) | Floor tile paving ground structure and laying method thereof | |
| CN202208877U (en) | Ground pavement expansion joint structure on concrete cushion layer expansion joint | |
| CN105298031B (en) | The heavy grade tile roofing structure and its construction method of a kind of building in the style of the ancients | |
| ES2603555T3 (en) | Separation mat | |
| CN204402045U (en) | Floor tile paving ground structure | |
| CN104947934B (en) | The manufacturing method of floor layer | |
| US10066393B1 (en) | Fiber reinforced surface covering | |
| CN103669746B (en) | The construction method of inverted roof heat-insulation system | |
| WO2007099572A3 (en) | Freelay covering floor tile for raised acces floors and process to obtain such a floor tile | |
| US10639862B2 (en) | Flexible, low profile hearth pad | |
| CN206233389U (en) | A kind of separating dry space from moist space waterproof construction | |
| CN107905497A (en) | A kind of threshold closes up with floor and its manufacture craft | |
| CN208072478U (en) | A kind of mass concrete bottom plate basement waterproofing system | |
| CN206859429U (en) | With height adjustable sealing pier and its water sealing structure | |
| CN205259489U (en) | Building roof heat preservation exhaust steam system | |
| WO2015142203A1 (en) | Paving slab, paving slabs production method and paving slab obtained using the method | |
| CN211142727U (en) | White marble paving device | |
| CN214143828U (en) | Stone floor tile ground settlement joint | |
| CN105442771A (en) | Building roof heat preservation layer steam exhaust system and construction method | |
| CN220451322U (en) | Floor tile terrace based on gypsum-based heat preservation slurry | |
| CN210195142U (en) | Ground leveling anti-cracking structure | |
| Knifton | STRESS BUSTERS | |
| CN117418559A (en) | Combined retaining wall of ultra-deep basement and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160622 Termination date: 20200108 |