CN101532312A - Light slat anti-crack construction method - Google Patents
Light slat anti-crack construction method Download PDFInfo
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- CN101532312A CN101532312A CN200910105514A CN200910105514A CN101532312A CN 101532312 A CN101532312 A CN 101532312A CN 200910105514 A CN200910105514 A CN 200910105514A CN 200910105514 A CN200910105514 A CN 200910105514A CN 101532312 A CN101532312 A CN 101532312A
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Abstract
A light slat anti-crack construction method is disclosed, to resolve a technical problem that slats are easy to crack during a construction process, with the following solutions according to the construction method, polymer concrete mortar is served as the jointing material, waterproof sizing material secondary raked joint is used at edge joints of slats, adhered with anti-crack fibre sheets, specifically, comprising the following steps: coating 10 mm of polymer concrete mortar sufficiently along edges on the contact surfaces between slats or slats and wall surface, assembling the slats by a low wedge top board method, with the polymer concrete mortar coated sufficiently at all joint seams, filling and scraping the wall joint seams with a waterproof sizing material twice, after the waterproof sizing material is solidified, coating a layer of 108 gum on the waterproof sizing material, and then adhering the 108 gum with alkaline-resisting glass fibre mesh, finally filing and leveling up grooves of the slats by the polymer concrete mortar. The invention is environment friendly, which resolves the problem effectively that the light slats are easy to crack, so as to guarantee installation quality of slats.
Description
Technical field
The invention belongs to building engineering field, relate to the job practices of a kind of job practices of building board, particularly light lath such as GRC glass fibre reinforced composion light slat anti-crack.
Background technology
In the process of building operations, after the batten assembly unit is finished will seam go out to do grouting treatment or with the method for plastering the slit is filled and led up whole, but the time permanent after, crack problem generally takes place in wall, wall top or floor.
Along with regenerative resource combines the research and development of supporting technology, integrated and scale application with building; light lath has obtained extensive use; for example but the GRC light lath has the characteristics of light weight, high-strength, quick construction good decorative property; can alleviate the building deadweight; reduce basis and structural cost, increase the actual usable floor area of building, save and plough and the energy; reducing environment pollution, is the ideal material that replaces brickwork.But in actual building construction process, the batten plate stitches problem easy to crack, and prior art can not solve always well, makes troubles to building construction process and resident's use.
Summary of the invention
For solving batten plate seam technical problem easy to crack in building construction process, the present invention has designed a kind of light slat anti-crack construction method, efficiently solves the quality problems of the slab-joint cracking that occurs easily in the light lath work progress.
The present invention realizes that the technical scheme that goal of the invention adopts is, this job practices adopts polymer cement mortar as joint filler, adopts waterproofing slurry secondary raking at the batten edge joint position, and pastes defend and split fibre cloth, and concrete steps are as follows:
A), smear the polymer cement mortar of one deck 10mm with completely starching full seam on the limit, contact surface upper edge of batten and batten or batten and the face of building a wall;
B), adopt hyposphene top board method assembly unit batten, be crowded with polymer cement mortars at all splicing seams places;
C), fill up and wipe off the metope piece with the twice waterproofing slurry;
D), after waterproofing slurry solidifies, on waterproofing slurry, be coated with one deck 108 glue earlier, on 108 glue, paste alkali resistant glass fibre open weave cloth then, with polymer cement mortar the groove of batten is filled and led up at last.
The present invention adopts polymer cement mortar as joint filler, adopts waterproofing slurry secondary raking at the batten edge joint position, and pastes defend and split fibre cloth, can effectively solve the slab-joint cracking that light lath occurs easily, guarantees the installation quality of batten.
The present invention is described in detail below in conjunction with accompanying drawing.
Description of drawings
Fig. 1 is batten and concrete wall surface connection diagram.
Fig. 2 is that the A-A of Fig. 1 is to amplification profile.
Fig. 3 is batten and batten T type connection diagram.
Fig. 4 is batten and bar plate level connection diagram.
In the accompanying drawing, the 1st, polymer cement mortar, the 2nd, waterproofing slurry, the 3rd, alkali resistant glass fibre open weave cloth, the 4th, batten, 5 is 108 glue.
The specific embodiment
Referring to accompanying drawing, light slat anti-crack construction method adopts polymer cement mortar 1 as joint filler in this job practices, adopt waterproofing slurry 2 to carry out the secondary raking at batten 4 edge joint positions, and paste defend and split fibre cloth, and concrete steps are as follows:
A, smear the polymer cement mortar 1 of one deck 10mm on batten 4 and batten 4 or batten 4 and the limit, contact surface upper edge of the face of building a wall with completely starching full seam;
B, employing hyposphene top board method assembly unit batten 4 are crowded with polymer cement mortars 1 at all splicing seams places;
C, fill up piece in the lath groove with twice waterproofing slurry 2;
After D, waterproofing slurry 2 solidify, on waterproofing slurry 2, be coated with one deck 108 glue 5 earlier, on 108 glue 5, paste alkali resistant glass fibre open weave cloth 3 then, with polymer cement mortar 1 groove of batten 4 is filled and led up at last.
After above-mentioned hyposphene top board method is finished a whole face wall assembly unit, at first should clean batten 4 unsettled bottoms, unsettled bottom be tamped with C15 fine-stone concrete or 1:2 cement mortar.
Above-mentioned polymer cement mortar 1 is a polymer grout, and composition is cement, fine sand, 108 glue and water, is followed successively by 1:(1.5～2 by weight ratio): (0.2～0.3): (0.3～0.35), the mortar modulation is evenly.
What above-mentioned waterproofing slurry 2 adopted is the pliability K11 waterproofing slurry that the high coating of moral factory produces.
The present invention adopts hyposphene top board method that batten 4 is installed, and batten 4 aligning bodies of wall is installed graticule erect, and at the top of plate and plate seam and plate, the side is coated with adhesive aggregation compound cement mortar 1 earlier with the building binding site, by assembly unit order aligning tenon and tongue-and-groove splicing.Squeeze into wedge in the batten bottom, utilize wedge to adjust the position, make batten 4 in place, extruding vertically upward holds out against beam, plate bottom and fixing.After assembly unit finished, splicing seams should be crowded with polymer cement mortar 1.After the body of wall maintenance expiration, wipe off with the 2 secondary joint fillings of twice waterproofing slurry; Paste alkali resistant glass fibre open weave cloth 3 then and use polymer cement mortar 1 flush joint.Polymer cement mortar 1 as joint filler has certain flexibility, solves the deformation performance of seam mortar, and can reduce self and shrink, thereby reduces the shrinkage crack of piece mortar; Use waterproofing slurry 2 secondary rakings, better because of its stretching force, certain toughness is arranged, both repaired local shrinkage crack, make piece smooth attractive in appearance, can resist the slight crack of seam crossing again, prevent crack continuation development; Stickup alkali resistant glass fibre open weave cloth 3 has more overcome the generation of piece mortar external crack.
Claims (4)
1, a kind of light slat anti-crack construction method, when this method is applied to that batten is connected with batten with concrete, batten in the building operations, comprise that cleaning is installed contact surface, smeared polymer cement mortar, assembly unit batten, the foot of a wall joint filling, piece draw together waterproofing slurry, paste defend and split fibre cloth, it is characterized in that: adopt polymer cement mortar (1) in the described job practices as joint filler, adopt waterproofing slurry (2) to carry out the secondary raking at batten (4) edge joint position, and paste defend and split fibre cloth, concrete steps are as follows:
A), completely starch the full polymer cement mortar (1) of smearing one deck 10mm at batten (4) and batten (4) or batten (4) with the limit, contact surface upper edge of the face of building a wall with stitching;
B), adopt hyposphene top board method assembly unit batten (4), be crowded with polymer cement mortars (1) at all splicing seams places;
C), fill up the interior piece of lath groove with twice waterproofing slurry (2);
D), after waterproofing slurry (2) solidifies, on waterproofing slurry (2), be coated with one deck 108 glue (5) earlier, go up at 108 glue (5) then and paste alkali resistant glass fibre open weave cloth (3), use polymer cement mortar (1) that the groove of batten (4) is filled and led up at last.
2, a kind of light slat anti-crack construction method according to claim 1, it is characterized in that: after described hyposphene top board method is finished whole face wall assembly unit, at first should clean the unsettled bottom of batten (4), unsettled bottom be tamped with C15 fine-stone concrete or 1:2 cement mortar.
3, a kind of light slat anti-crack construction method according to claim 1, it is characterized in that: described polymer cement mortar (1) is a polymer grout, composition is cement, fine sand, 108 glue and water, match ratio is followed successively by 1:(1.5～2 by weight): (0.2～0.3): (0.3～0.35), the mortar modulation is evenly.
4, a kind of light slat anti-crack construction method according to claim 1 is characterized in that: what described waterproofing slurry (2) adopted is the pliability K11 waterproofing slurry that the high coating of moral factory produces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101055142A CN101532312B (en) | 2009-02-20 | 2009-02-20 | Light slat anti-crack construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101055142A CN101532312B (en) | 2009-02-20 | 2009-02-20 | Light slat anti-crack construction method |
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| CN101532312A true CN101532312A (en) | 2009-09-16 |
| CN101532312B CN101532312B (en) | 2011-02-23 |
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| CN2009101055142A Expired - Fee Related CN101532312B (en) | 2009-02-20 | 2009-02-20 | Light slat anti-crack construction method |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936963A (en) * | 2012-12-06 | 2013-02-20 | 中国建筑第八工程局有限公司 | GRC (Glass-fiber Reinforced Cement) member mounting method and mounting structure thereof |
| CN103088941A (en) * | 2013-01-31 | 2013-05-08 | 福建鑫晟新型建材有限责任公司 | Light insulation batten wall body anti-cracking joint treatment method |
| CN103089012A (en) * | 2013-01-31 | 2013-05-08 | 厦门大学 | Anti-cracking handling method of steel structure light heat preservation batten wall body |
| CN103089013A (en) * | 2013-01-31 | 2013-05-08 | 厦门大学 | Anti-cracking construction method of light heat preservation batten wall body |
| CN103266689A (en) * | 2013-05-24 | 2013-08-28 | 东莞市彩丽建筑维护技术有限公司 | Construction method and elastic binders for bonding lightweight concrete board wall, and wallboards |
| CN104074272A (en) * | 2013-03-29 | 2014-10-01 | 沈阳铝镁设计研究院有限公司 | Alkali-resisting connecting structure of trench and column |
| CN106759968A (en) * | 2017-01-19 | 2017-05-31 | 中国水利水电第八工程局有限公司 | A kind of processing method of prefabricated component wallboard seam |
| CN107642237A (en) * | 2017-09-29 | 2018-01-30 | 中国十七冶集团有限公司 | A kind of construction method of light partition wall base treatment |
| CN107740500A (en) * | 2017-09-29 | 2018-02-27 | 中国十七冶集团有限公司 | A kind of construction method for preventing light partition wall plate stitch from ftractureing |
| CN107780545A (en) * | 2017-09-29 | 2018-03-09 | 中国十七冶集团有限公司 | A kind of construction method of light cellular partition board panel seam processing |
| CN109932502A (en) * | 2019-04-19 | 2019-06-25 | 河南省第一建筑工程集团有限责任公司 | The measuring method of structure glue dosage, ceramic tile construction method |
| CN112250354A (en) * | 2020-09-11 | 2021-01-22 | 广田建设工程有限公司 | Concrete crack repairing slurry and process for repairing concrete crack |
| CN112942636A (en) * | 2021-02-06 | 2021-06-11 | 重庆市臻成建材有限公司 | Wall installation method capable of realizing rapid construction |
-
2009
- 2009-02-20 CN CN2009101055142A patent/CN101532312B/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936963A (en) * | 2012-12-06 | 2013-02-20 | 中国建筑第八工程局有限公司 | GRC (Glass-fiber Reinforced Cement) member mounting method and mounting structure thereof |
| CN103089012B (en) * | 2013-01-31 | 2015-11-04 | 厦门大学 | A kind of steel work light thermal-insulation batten wall anti-cracking structure processing method |
| CN103088941A (en) * | 2013-01-31 | 2013-05-08 | 福建鑫晟新型建材有限责任公司 | Light insulation batten wall body anti-cracking joint treatment method |
| CN103089012A (en) * | 2013-01-31 | 2013-05-08 | 厦门大学 | Anti-cracking handling method of steel structure light heat preservation batten wall body |
| CN103089013A (en) * | 2013-01-31 | 2013-05-08 | 厦门大学 | Anti-cracking construction method of light heat preservation batten wall body |
| CN103088941B (en) * | 2013-01-31 | 2015-04-01 | 福建鑫晟新型建材有限责任公司 | Light insulation batten wall body anti-cracking joint treatment method |
| CN104074272A (en) * | 2013-03-29 | 2014-10-01 | 沈阳铝镁设计研究院有限公司 | Alkali-resisting connecting structure of trench and column |
| CN103266689A (en) * | 2013-05-24 | 2013-08-28 | 东莞市彩丽建筑维护技术有限公司 | Construction method and elastic binders for bonding lightweight concrete board wall, and wallboards |
| CN103266689B (en) * | 2013-05-24 | 2015-10-28 | 东莞市彩丽建筑维护技术有限公司 | A kind of construction method of the light weight concrete construction board wall that bonds, elastic binder and wallboard |
| CN106759968A (en) * | 2017-01-19 | 2017-05-31 | 中国水利水电第八工程局有限公司 | A kind of processing method of prefabricated component wallboard seam |
| CN107642237A (en) * | 2017-09-29 | 2018-01-30 | 中国十七冶集团有限公司 | A kind of construction method of light partition wall base treatment |
| CN107740500A (en) * | 2017-09-29 | 2018-02-27 | 中国十七冶集团有限公司 | A kind of construction method for preventing light partition wall plate stitch from ftractureing |
| CN107780545A (en) * | 2017-09-29 | 2018-03-09 | 中国十七冶集团有限公司 | A kind of construction method of light cellular partition board panel seam processing |
| CN109932502A (en) * | 2019-04-19 | 2019-06-25 | 河南省第一建筑工程集团有限责任公司 | The measuring method of structure glue dosage, ceramic tile construction method |
| CN109932502B (en) * | 2019-04-19 | 2021-06-01 | 河南省第一建筑工程集团有限责任公司 | Method for measuring and calculating structural adhesive consumption and tile construction method |
| CN112250354A (en) * | 2020-09-11 | 2021-01-22 | 广田建设工程有限公司 | Concrete crack repairing slurry and process for repairing concrete crack |
| CN112942636A (en) * | 2021-02-06 | 2021-06-11 | 重庆市臻成建材有限公司 | Wall installation method capable of realizing rapid construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101532312B (en) | 2011-02-23 |
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Granted publication date: 20110223 Termination date: 20170220 |