CN109057216A - A kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method - Google Patents
A kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method Download PDFInfo
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- CN109057216A CN109057216A CN201811002431.6A CN201811002431A CN109057216A CN 109057216 A CN109057216 A CN 109057216A CN 201811002431 A CN201811002431 A CN 201811002431A CN 109057216 A CN109057216 A CN 109057216A
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- plate stitch
- layer
- cowhells
- foam concrete
- processing method
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
- E04F13/0891—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections with joint fillings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Abstract
The invention discloses a kind of foam concrete light steel-framed composite wall plate stitch anticracking processing methods.Method includes the following steps: the plate stitch between two fiber cement boards is cleaned out after fiber cement board is installed；In plate stitch filling first layer Cowhells ash and " V " type groove is scraped along plate stitch direction；Foam concrete is poured in the cavity that lightgage steel joist and fiber cement board are formed；Second layer Cowhells ash is filled in " V " type groove, and with scraper by second layer Cowhells gray surface slope；One layer of white glue with vinyl is uniformly smeared in second layer Cowhells gray surface along plate stitch direction, one layer of brown paper is then pasted in white glue with vinyl, is compacted smooth out by brown paper along plate stitch direction；One layer of caulking compounds are uniformly smeared on brown paper along plate stitch direction, one layer of gauze is then pasted on caulking compounds, are compacted smooth out by gauze along plate stitch direction；The processing of plate stitch anticracking is completed, and decorative layer construction is carried out.Anticracking processing method simple process of the present invention, easy to operate, slab-joint cracking rate that treated is lower than 1%.
Description
Technical field
The present invention relates to technical field of buildings more particularly to a kind of foam concrete light steel-framed composite wall plate stitch anticrackings
Processing method.
Background technique
Foam concrete is to use physical foaming technology, then foam is added to by cement, is gathered materials, admixture, additive
In slurry made of water etc., cast-in-place shaping has the excellent performances such as good lightweight, heat preservation, overall performance, antidetonation, environmental protection,
It can follow closely, can slot, it is not only easy for construction but also environmentally friendly, and engineering construction cost can be reduced.The production molding procedure packet of foam concrete
Include pouring for lightgage steel joist installation, the installation of cement fibrolite plate and foam concrete.The anticracking of the laggard andante seam of pouring molding
Processing is one of entire wall quality major control point, is related to and finishes whether decorative layer back wall cracks, restrict the wall
Large scale application.In order to avoid foam concrete light steel-framed composite wall later period slab-joint cracking problem, the present invention is mentioned
A kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method is gone out.
Summary of the invention
To solve the above-mentioned problems, the present invention provides a kind of foam concrete light steel-framed composite wall plate stitch anticracking processing
Method, anticracking processing method process of the present invention is simple, easy to operate, anticracking high treating effect.
In order to achieve the above purpose, technical scheme is as follows:
It is an object of that present invention to provide a kind of foam concrete light steel-framed composite wall plate stitch anticracking processing methods, special
Sign is, comprising the following steps:
(1) after the fiber cement board of foam concrete light steel-framed composite wall is installed, by two fiber cement boards
The plate stitch of formation is cleaned out；
(2) fill first layer Cowhells ash in plate stitch, Cowhells ash thickness 4-5mm, then with scraper along plate stitch direction the
" V " type groove is scraped on one layer of Cowhells ash, places 48h naturally；
(3) foam concrete is poured in the cavity that lightgage steel joist and fiber cement board are formed, natural curing 7 days or more；
(4) sundries and floating dust on first layer Cowhells ash in " V " type groove are cleared up, second layer Cowhells is filled in " V " type groove
Ash, and second layer Cowhells gray surface slope is placed into 48h naturally with scraper；
(5) one layer of white glue with vinyl is uniformly smeared in second layer Cowhells gray surface along plate stitch direction, is then pasted in white glue with vinyl
Brown paper is compacted smooth out, be placed naturally for 24 hours by one layer of brown paper along plate stitch direction；
(6) one layer of caulking compounds are uniformly smeared on brown paper along plate stitch direction, one layer of gauze is then pasted on caulking compounds,
Gauze is compacted smooth out along plate stitch direction, is placed naturally for 24 hours；
(7) plate stitch anticracking processing is completed, and decorative layer construction is carried out.
Preferably, the thickness of the second layer Cowhells ash exceeds Cement fibre plate surface 1-2mm.
Preferably, the smearing width of the white glue with vinyl is greater than 120mm.
Preferably, the width of the brown paper is 100mm.
Preferably, in the step (5) and step (6), the concrete operations smoothed out are compacted are as follows: to two sides centered on plate stitch
Compacting floating is carried out, then carries out compacting floating from plate stitch one end to the other end, then be compacted centered on plate stitch to two sides
It smoothes out, finally carries out compacting floating from plate stitch one end to the other end.
Preferably, the width of the caulking compounds is greater than 170mm.
Preferably, the gauze width on the caulking compounds is 150mm.
The beneficial effects of the present invention are: to can be used for foam concrete lightgage steel joist compound for anticracking processing method of the present invention
Wall plate stitch anticracking, it may also be used for the plate stitch anticracking of other light weight boards is handled；Anticracking processing method technique letter of the present invention
It is single, it is easy to operate；Engineering practice proves that the cracking rate of anticracking processing method of the present invention is lower than 1%.
Specific embodiment
Firstly, it is necessary to which explanation, will illustrate the light steel of foam concrete of the present invention by way of example below
The characteristics of keel combined wall plate stitch anticracking processing method and advantage etc., however what all descriptions were intended merely to be illustrated,
And it should not be construed as forming any restrictions to the present invention.
Foam concrete light steel-framed composite wall plate stitch anticracking processing method of the present invention the following steps are included:
(1) after the fiber cement board of foam concrete light steel-framed composite wall is installed, by two fiber cement boards
The plate stitch of formation is cleaned out；
(2) fill first layer Cowhells ash in plate stitch, Cowhells ash thickness 4-5mm, then with scraper along plate stitch direction the
" V " type groove is scraped on one layer of Cowhells ash, places 48h naturally；
(3) foam concrete is poured in the cavity that lightgage steel joist and fiber cement board are formed, natural curing 7 days or more；
(4) sundries and floating dust on first layer Cowhells ash in " V " type groove are cleared up, second layer Cowhells is filled in " V " type groove
Ash guarantees that the thickness of second layer Cowhells ash exceeds Cement fibre plate surface 1-2mm, and is put second layer Cowhells gray surface with scraper
48h is placed on slope naturally；
(5) one layer of white glue with vinyl is uniformly smeared in second layer Cowhells gray surface along plate stitch direction, guarantees that the smearing of white glue with vinyl is wide
Degree is greater than 120mm, and one layer of brown paper is then pasted in white glue with vinyl, guarantees that the width of brown paper is 100mm, along plate stitch direction
Brown paper is compacted smooth out, is placed naturally for 24 hours；
(6) one layer of caulking compounds are uniformly smeared on brown paper along plate stitch direction, guarantee that the width of caulking compounds is greater than 170mm,
Then it is 150mm gauze that a slice width degree is pasted on caulking compounds, is compacted smooth out by gauze along plate stitch direction, place naturally for 24 hours；
(7) plate stitch anticracking processing is completed, and decorative layer construction is carried out.
In above-mentioned steps (5) and step (6), it is compacted the concrete operations smoothed out are as follows: pressed centered on plate stitch to two sides
It is real to smooth out, compacting floating then is carried out from plate stitch one end to the other end, then carry out compacting floating to two sides centered on plate stitch, most
Compacting floating is carried out from plate stitch one end to the other end afterwards.
Anticracking processing method of the present invention can be used for foam concrete light steel-framed composite wall plate stitch anticracking, also can be used
It is handled in the plate stitch anticracking of other light weight boards；Anticracking processing method simple process of the present invention, it is easy to operate；Engineering practice
It proves, the cracking rate of anticracking processing method of the present invention is lower than 1%.
Claims (7)
1. a kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method, which comprises the following steps:
(1) after the fiber cement board of foam concrete light steel-framed composite wall is installed, two fiber cement boards are formed
Plate stitch clean out；
(2) first layer Cowhells ash is filled in plate stitch, then Cowhells ash thickness 4-5mm uses scraper along plate stitch direction in first layer
" V " type groove is scraped on Cowhells ash, places 48h naturally；
(3) foam concrete is poured in the cavity that lightgage steel joist and fiber cement board are formed, natural curing 7 days or more；
(4) sundries and floating dust on first layer Cowhells ash in " V " type groove are cleared up, second layer Cowhells ash is filled in " V " type groove, and
With scraper by second layer Cowhells gray surface slope, 48h is placed naturally；
(5) one layer of white glue with vinyl is uniformly smeared in second layer Cowhells gray surface along plate stitch direction, one layer is then pasted in white glue with vinyl
Brown paper is compacted smooth out, be placed naturally for 24 hours by brown paper along plate stitch direction；
(6) one layer of caulking compounds are uniformly smeared on brown paper along plate stitch direction, one layer of gauze is then pasted on caulking compounds, along
Gauze is compacted smooth out by plate stitch direction, is placed naturally for 24 hours；
(7) plate stitch anticracking processing is completed, and decorative layer construction is carried out.
2. foam concrete light steel-framed composite wall plate stitch anticracking processing method according to claim 1, it is characterised in that:
The thickness of the second layer Cowhells ash exceeds Cement fibre plate surface 1-2mm.
3. foam concrete light steel-framed composite wall plate stitch anticracking processing method according to claim 1, it is characterised in that:
The smearing width of the white glue with vinyl is greater than 120mm.
4. foam concrete light steel-framed composite wall plate stitch anticracking processing method according to claim 1, it is characterised in that:
The width of the brown paper is 100mm.
5. foam concrete light steel-framed composite wall plate stitch anticracking processing method according to claim 1, which is characterized in that
In the step (5) and step (6), it is compacted the concrete operations smoothed out are as follows: carry out compacting floating to two sides centered on plate stitch, so
Compacting floating is carried out from plate stitch one end to the other end afterwards, then carries out compacting floating to two sides centered on plate stitch, finally by plate stitch
One end carries out compacting floating to the other end.
6. foam concrete light steel-framed composite wall plate stitch anticracking processing method according to claim 1, it is characterised in that:
The width of the caulking compounds is greater than 170mm.
7. foam concrete light steel-framed composite wall plate stitch anticracking processing method according to claim 1, it is characterised in that:
Gauze width on the caulking compounds is 150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811002431.6A CN109057216A (en) | 2018-08-30 | 2018-08-30 | A kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811002431.6A CN109057216A (en) | 2018-08-30 | 2018-08-30 | A kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method |
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| CN109057216A true CN109057216A (en) | 2018-12-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811002431.6A Pending CN109057216A (en) | 2018-08-30 | 2018-08-30 | A kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method |
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101016759A (en) * | 2007-01-12 | 2007-08-15 | 杨建平 | Fiver cement board grouting wall and construction method therefor |
| CN107178156A (en) * | 2017-06-01 | 2017-09-19 | 马鞍山十七冶工程科技有限责任公司 | A kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method |
-
2018
- 2018-08-30 CN CN201811002431.6A patent/CN109057216A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101016759A (en) * | 2007-01-12 | 2007-08-15 | 杨建平 | Fiver cement board grouting wall and construction method therefor |
| CN107178156A (en) * | 2017-06-01 | 2017-09-19 | 马鞍山十七冶工程科技有限责任公司 | A kind of foam concrete light steel-framed composite wall plate stitch anticracking processing method |
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Application publication date: 20181221 |
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| RJ01 | Rejection of invention patent application after publication |