CN105587053B - A kind of industrialization house wall bottom grouting construction method - Google Patents

A kind of industrialization house wall bottom grouting construction method Download PDF

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Publication number
CN105587053B
CN105587053B CN201511030324.0A CN201511030324A CN105587053B CN 105587053 B CN105587053 B CN 105587053B CN 201511030324 A CN201511030324 A CN 201511030324A CN 105587053 B CN105587053 B CN 105587053B
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China
Prior art keywords
slip casting
grouting
wall
wall bottom
angle steel
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CN201511030324.0A
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CN105587053A (en
Inventor
葛兴光
刘家宽
陈芝标
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls 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 a kind of industrialization house wall bottom grouting construction method.This method comprises the following steps:S1, slip casting servicing unit making;S2, slip casting servicing unit installation;S3, slip casting and form removal:Starched by Grouting Pipe to wall rising pouring, after the completion of slip casting, after concrete reaches predetermined strength, you can remove the slip casting servicing unit.Method proposed by the present invention is using adjustable support rod and will block angle steel using wall temporary support and fix and fasten, and utilizes the Grouting Pipe on plugging device to carry out grouting construction.Method proposed by the invention improves efficiency of construction, reduces cost of having constructed, reduces the pollution to environment, have great application value.

Description

A kind of industrialization house wall bottom grouting construction method
Technical field
The invention belongs to building industrialization field, more particularly to a kind of industrialization house wall bottom grouting construction method.
Background technology
Starch for wall rising pouring in industrialization housing construction and mainly constructed using conventional method at present, i.e., first use cement bonded sand Existing seam wall of slurry is blocked up, and is then in the milk from preformed hole, also to send someone to root out in the mortar of closure afterwards, repeated Work, waste of manpower and material, the waste material after rooting out can also cause certain pollution to environment, not reach housing industrialization construction The requirement of environmental protection and energy saving.The present invention can solve this problem very well.
The content of the invention
It is an object of the invention to provide a kind of industrialization house wall bottom grouting construction method, to solve above-mentioned background technology The problem of middle proposition.
To achieve the above object, present invention employs following technical scheme:
A kind of industrialization house wall bottom grouting construction method, comprises the following steps:
S1, slip casting servicing unit making:The length of outer stopend is determined according to the width of wall, according further to wall On temporary support quantity make corresponding strut quantity, finally make in plugging device, interior plugging device include angle steel and Cystosepiment, grouting port is opened up on angle steel, Grouting Pipe is installed on grouting port;
S2, slip casting servicing unit installation:By outer closure model sheetinstallat on the wall bottom in outside, cystosepiment is placed on inner side By wall bottom, angle steel is placed on cystosepiment, the side side wall that grouting port is offered on angle steel is resisted against on wall, by strut upper end It is resisted against in wall temporary support, lower end is pressed on angle steel;
S3, slip casting and form removal:Starched by Grouting Pipe to wall rising pouring, after the completion of slip casting, after concrete reaches predetermined strength, The i.e. dismountable slip casting servicing unit.
Preferably, the adjustable in length of strut.
Preferably, it is equipped with alite paste on the end face of cystosepiment both sides.
Preferably, Grouting Pipe is horizontal by 45 degree.
Compared with prior art, beneficial effects of the present invention are as follows:
Method proposed by the present invention is using adjustable support rod and will block angle steel using wall temporary support and fix and fasten, Grouting construction is carried out using the Grouting Pipe on plugging device.Method proposed by the invention improves efficiency of construction, reduces construction Cost, reduces the pollution to environment, has great application value.
Brief description of the drawings
Fig. 1 is the schematic diagram after the completion of step S3 slip castings.
Embodiment
The preferred embodiment of the present invention is described in further detail with reference to embodiment.
As shown in figure 1, a kind of industrialization house wall bottom grouting construction method, comprises the following steps:
S1, slip casting servicing unit making:The length of outer stopend 1 is determined according to the width of wall, according further to wall The quantity of temporary support 6 on body makes the corresponding quantity of strut 2, the adjustable in length of strut 2, finally makes interior closure dress Put, interior plugging device includes angle steel 3 and cystosepiment 4, is equipped with alite paste on the end face of the both sides of cystosepiment 4, note is opened up on angle steel 3 Mouth is starched, Grouting Pipe 5 is installed on grouting port, Grouting Pipe 5 is horizontal by 45 degree.
S2, slip casting servicing unit installation:Outer stopend 1 is arranged on the wall in outside, cystosepiment 4 be placed on interior By side wall bottom, angle steel 3 is placed on cystosepiment 4, the side side wall that grouting port is offered on angle steel 3 is resisted against on wall, will be supportted The upper end of bar 2 is resisted against in wall temporary support 6, and lower end is pressed on angle steel 3.
S3, slip casting and form removal:Starched by Grouting Pipe 5 to wall rising pouring, after the completion of slip casting, treat that concrete reaches predetermined strength Afterwards, you can remove the slip casting servicing unit.
The present invention proposes a kind of industrialization house wall bottom grouting construction method, and method proposed by the present invention is for existing The defects of grouting method, angle steel 3 is fixed and fastened by using adjustable support rod 2 and using wall temporary support 6, utilizes envelope Grouting Pipe 5 on block apparatus carries out grouting construction, without rooting out waste material, will not the duplication of labour, avoid existing method production Raw waste material pollution on the environment, reach the requirement of housing industrialization construction environmental protection and energy saving.
Embodiment above is only that the preferred embodiment of the present invention is described, and not the scope of the present invention is entered Row limits, and on the premise of design spirit of the present invention is not departed from, those of ordinary skill in the art make to technical scheme The various modifications gone out and improvement, it all should fall into the protection domain of claims of the present invention determination.

Claims (4)

1. a kind of industrialization house wall bottom grouting construction method, it is characterised in that comprise the following steps:
S1, slip casting servicing unit making:The length of outer stopend (1) is determined according to the width of wall, according further to wall On temporary support quantity make corresponding strut (2) quantity, finally make in plugging device, interior plugging device includes angle steel (3) and cystosepiment (4), angle steel open up grouting port on (3), and Grouting Pipe (5) is installed on grouting port;
S2, slip casting servicing unit installation:Outer stopend (1) is arranged on the wall bottom in outside, cystosepiment (4) be placed on interior By side wall bottom, angle steel (3) is placed on cystosepiment (4), the side side wall that grouting port is offered on angle steel (3) is resisted against wall On, strut (2) upper end is resisted against in wall temporary support, lower end is pressed on angle steel (3);
S3, slip casting and form removal:Starched by Grouting Pipe (5) to wall rising pouring, after the completion of slip casting, after concrete reaches predetermined strength, The i.e. dismountable slip casting servicing unit.
2. industrialization house wall bottom according to claim 1 grouting construction method, it is characterised in that the strut (2) Adjustable in length.
3. industrialization house wall bottom according to claim 1 grouting construction method, it is characterised in that the cystosepiment (4) Alite paste is equipped with the end face of both sides.
4. industrialization house wall bottom according to claim 1 grouting construction method, it is characterised in that the Grouting Pipe (5) Horizontal by 45 degree.
CN201511030324.0A 2015-12-31 2015-12-31 A kind of industrialization house wall bottom grouting construction method Active CN105587053B (en)

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

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CN105587053A CN105587053A (en) 2016-05-18
CN105587053B true CN105587053B (en) 2018-01-02

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110258640B (en) * 2019-07-11 2020-07-03 吉林大学 Construction method of superposed wall system for cover-excavation top-down construction
CN110370425B (en) * 2019-09-04 2020-11-03 中国十七冶集团有限公司 Quick assembling and disassembling mold for sealing mold of lower grouting area of prefabricated wall and using method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
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

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