CN105587053A - Industrialized residential wall bottom grouting construction method - Google Patents
Industrialized residential wall bottom grouting construction method Download PDFInfo
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- CN105587053A CN105587053A CN201511030324.0A CN201511030324A CN105587053A CN 105587053 A CN105587053 A CN 105587053A CN 201511030324 A CN201511030324 A CN 201511030324A CN 105587053 A CN105587053 A CN 105587053A
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- Prior art keywords
- grouting
- wall
- angle steel
- construction method
- slip casting
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses an industrialized residential wall bottom grouting construction method, which comprises the following steps of 1, manufacturing a grouting auxiliary device; 2, installing the grouting auxiliary device; and 3, performing grouting and mold dismounting: performing grouting to the wall bottom through a grouting pipe, and dismounting the grouting auxiliary device after the grouting is completed and concrete reaches the preset intensity. The method provided by the invention has the advantages that sealing and plugging angle steel is fixed and firmly pressed by using an adjustable support rod and using wall body temporary supporters; and grouting construction is performed by using the grouting pipe arranged on a sealing and plugging device. The method provided by the invention has the advantages that the construction efficiency is improved; the construction cost is reduced; the environment pollution is reduced; and great popularization and application values are realized.
Description
Technical field
The invention belongs to building industrialization field, relate in particular to grouting construction method at the bottom of a kind of industrialization house wall.
Background technology
In industrialization housing construction, construct for the main conventional method that adopts of wall rising pouring slurry at present, i.e. first waterCement mortar is existing to be seamed wall to block up, be then in the milk from preformed hole, and the sand that afterwards also will send someone shutoff to useSlurry is rooted out, the duplication of labour, and waste of manpower and material, the waste material after rooting out also can cause certain dirt to environmentDye, do not reach the requirement of housing industrialization construction environmental protection and energy saving. The present invention can finely address this problem.
Summary of the invention
The object of the present invention is to provide grouting construction method at the bottom of a kind of industrialization house wall, to solve above-mentioned backgroundThe problem proposing in technology.
For achieving the above object, the present invention has adopted following technical scheme:
Grouting construction method at the bottom of a kind of industrialization house wall, comprises the following steps:
The making of S1, slip casting servicing unit: determine the length of outer stopend according to the width of body of wall, root in additionMake corresponding strut quantity according to the temporary supporting quantity on body of wall, plugging device in finally making, interior shutoffDevice comprises angle steel and cystosepiment, offers grouting port on angle steel, and Grouting Pipe is installed on grouting port;
The installation of S2, slip casting servicing unit: at the bottom of the wall outside outer stopend is arranged on, cystosepiment is putBy at the bottom of inside wall, angle steel is placed on cystosepiment, a side sidewall that offers grouting port on angle steel is resisted against wallOn body, strut upper end is resisted against on body of wall temporary supporting, lower end is pressed on angle steel;
S3, slip casting and form removal: to wall rising pouring slurry, after slip casting completes, treat that concrete reaches predetermined by Grouting PipeAfter intensity, i.e. dismountable this slip casting servicing unit.
Preferably, the adjustable in length of strut.
Preferably, on the end face of cystosepiment both sides, be equipped with alite paste.
Preferably, Grouting Pipe is horizontal by 45 degree.
Compared with prior art, beneficial effect of the present invention is as follows:
The method that the present invention proposes is utilized adjustable support rod and is utilized body of wall temporary supporting that shutoff angle steel is fixed alsoFasten, utilize the Grouting Pipe on plugging device to carry out grouting construction. Method proposed by the invention has improved constructionEfficiency, reduces the cost of having constructed, and has reduced the pollution to environment, has great application value.
Brief description of the drawings
Fig. 1 is the schematic diagram after step S3 slip casting completes.
Detailed description of the invention
Below in conjunction with embodiment, optimal way of the present invention is described in further detail.
As shown in Figure 1, grouting construction method at the bottom of a kind of industrialization house wall, comprises the following steps:
The making of S1, slip casting servicing unit: determine the length of outer stopend 1 according to the width of body of wall, in additionMake corresponding strut 2 quantity according to temporary supporting 6 quantity on body of wall, the adjustable in length of strut 2,Plugging device in finally making, interior plugging device comprises angle steel 3 and cystosepiment 4, the end face of cystosepiment 4 both sidesOn be equipped with alite paste, on angle steel 3, offer grouting port, Grouting Pipe 5 is installed on grouting port, Grouting Pipe 5 withHorizontal plane is 45 degree.
The installation of S2, slip casting servicing unit: outer stopend 1 is arranged on the wall in outside, by cystosepiment4 be placed at the bottom of inside wall by, angle steel 3 is placed on cystosepiment 4, on angle steel 3, offer a side side of grouting portWall is resisted against on body of wall, and strut 2 upper ends are resisted against on body of wall temporary supporting 6, and lower end is pressed on angle steel 3.
S3, slip casting and form removal: to wall rising pouring slurry, after slip casting completes, treat that concrete reaches pre-by Grouting Pipe 5Determine after intensity, i.e. dismountable this slip casting servicing unit.
The present invention proposes grouting construction method at the bottom of a kind of industrialization house wall, the method that the present invention proposes is for existingThe defect of some grouting methods, by utilizing adjustable support rod 2 and utilizing body of wall temporary supporting 6 by angle steel 3Fix and fasten, utilize the Grouting Pipe 5 on plugging device to carry out grouting construction, without rooting out waste material, can notThe duplication of labour, the waste material pollution on the environment of having avoided existing method to produce, reaches housing industrialization and executesThe requirement of work environmental protection and energy saving.
Above embodiment is described the preferred embodiment of the present invention, not to model of the present inventionEnclose and limit, design under the prerequisite of spirit not departing from the present invention, those of ordinary skill in the art are to the present inventionTechnical scheme various distortion and the improvement made, all should fall into the definite protection domain of the claims in the present invention bookIn.
Claims (4)
1. a grouting construction method at the bottom of industrialization house wall, is characterized in that, comprises the following steps:
The making of S1, slip casting servicing unit: determine the length of outer stopend (1) according to the width of body of wall,Make corresponding strut (2) quantity according to the temporary supporting quantity on body of wall in addition, shutoff in finally makingDevice, interior plugging device comprises angle steel (3) and cystosepiment (4), angle steel is offered grouting port on (3), at noteThe slurry mouthful upper Grouting Pipe (5) of installing;
The installation of S2, slip casting servicing unit: at the bottom of the wall outside outer stopend (1) is arranged on, will steepBy foam plate (4) is placed at the bottom of inside wall, angle steel (3) is placed on to cystosepiment (4) upper, angle steel is offered on (3)There is a side sidewall of grouting port to be resisted against on body of wall, strut (2) upper end be resisted against on body of wall temporary supporting,Lower end is pressed on angle steel (3);
S3, slip casting and form removal: to wall rising pouring slurry, after slip casting completes, treat that concrete reaches by Grouting Pipe (5)After predetermined strength, i.e. dismountable this slip casting servicing unit.
2. grouting construction method at the bottom of industrialization house wall according to claim 1, is characterized in that instituteState the adjustable in length of strut (2).
3. grouting construction method at the bottom of industrialization house wall according to claim 1, is characterized in that instituteState on the end face of cystosepiment (4) both sides and be equipped with alite paste.
4. grouting construction method at the bottom of industrialization house wall according to claim 1, is characterized in that, described inGrouting Pipe (5) is horizontal by 45 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511030324.0A CN105587053B (en) | 2015-12-31 | 2015-12-31 | A kind of industrialization house wall bottom grouting construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511030324.0A CN105587053B (en) | 2015-12-31 | 2015-12-31 | A kind of industrialization house wall bottom grouting construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105587053A true CN105587053A (en) | 2016-05-18 |
| CN105587053B CN105587053B (en) | 2018-01-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201511030324.0A Active CN105587053B (en) | 2015-12-31 | 2015-12-31 | A kind of industrialization house wall bottom grouting construction method |
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| Country | Link |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258640A (en) * | 2019-07-11 | 2019-09-20 | 吉林大学 | A kind of construction method of the overlapping wall system of covered back-digging |
| CN110370425A (en) * | 2019-09-04 | 2019-10-25 | 中国十七冶集团有限公司 | Prefabricated wall lower part slip casting area envelope mould rapid-assembling/disassembling mold and application method |
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| CN202530638U (en) * | 2012-03-31 | 2012-11-14 | 叶香菲 | Flashing structure of acrylic acid waterproof roof |
| CN202730972U (en) * | 2012-08-15 | 2013-02-13 | 苏州市建筑科学研究院有限公司 | Waterproof node of wall body of bathroom |
| CN202882123U (en) * | 2012-03-20 | 2013-04-17 | 叶长青 | Waterproof reinforcing structure for wall corner |
| CN203924371U (en) * | 2014-06-18 | 2014-11-05 | 宝业湖北建工集团有限公司 | Infilled wall teeming slurry joint filling structure |
-
2015
- 2015-12-31 CN CN201511030324.0A patent/CN105587053B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202882123U (en) * | 2012-03-20 | 2013-04-17 | 叶长青 | Waterproof reinforcing structure for wall corner |
| CN202530638U (en) * | 2012-03-31 | 2012-11-14 | 叶香菲 | Flashing structure of acrylic acid waterproof roof |
| CN202730972U (en) * | 2012-08-15 | 2013-02-13 | 苏州市建筑科学研究院有限公司 | Waterproof node of wall body of bathroom |
| CN203924371U (en) * | 2014-06-18 | 2014-11-05 | 宝业湖北建工集团有限公司 | Infilled wall teeming slurry joint filling structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258640A (en) * | 2019-07-11 | 2019-09-20 | 吉林大学 | A kind of construction method of the overlapping wall system of covered back-digging |
| CN110258640B (en) * | 2019-07-11 | 2020-07-03 | 吉林大学 | Construction method of superposed wall system for cover-excavation top-down construction |
| CN110370425A (en) * | 2019-09-04 | 2019-10-25 | 中国十七冶集团有限公司 | Prefabricated wall lower part slip casting area envelope mould rapid-assembling/disassembling mold and application method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105587053B (en) | 2018-01-02 |
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