CN101240569A - In-situ integrated placing construction method for aerated concrete wall - Google Patents
In-situ integrated placing construction method for aerated concrete wall Download PDFInfo
- Publication number
- CN101240569A CN101240569A CNA2007101164070A CN200710116407A CN101240569A CN 101240569 A CN101240569 A CN 101240569A CN A2007101164070 A CNA2007101164070 A CN A2007101164070A CN 200710116407 A CN200710116407 A CN 200710116407A CN 101240569 A CN101240569 A CN 101240569A
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- keel
- lower keel
- wall
- template
- formworks
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Abstract
The present invention discloses a construction method which is used for wholly pouring at the air-entrained concrete wall site and belongs to the building filed; the method comprises the following procedures: fixing the upper keel at the fixed position of the roof plate and fixing the lower keel at the corresponding position of the ground; using a plurality of columns between the upper keel and the lower keel; at the external side of the two bottom flanges of the upper keel and the lower keel connecting a plurality of formworks flat to the upper keel and the lower keel and the column; arranging a grouting opening at the appropriate position of the upper edge of the formwork, and injecting the concrete filler to the space between the two formworks through the grouting opening; and detaching the formwork when the wall between the two formworks are solidified primarily. The method of the invention has the advantages of economizing the man power, reducing the material loss, shortening the constructing time and low project cost.
Description
Technical field
The present invention relates to technical field of buildings, say it is on-the-spot monobloc cast of aerated concrete wall and whole job practices of watering the template installation in detail.
Background technology
At present, the form of structure of construction work is selected the cast-in-situ steel reinforced concrete frame construction in a large number for use, and enclosed structure and inner partition wall adopt pre-formed building block, builds by laying bricks or stones by manually carrying out filling between framework, and its shortcoming is; Waste of manpower, increase spillage of material, the hysteresis of equipment time for competiton, prolongation duration, engineering cost height.
Summary of the invention
In order to overcome the deficiencies in the prior art, the objective of the invention is to solve the technical deficiency of above-mentioned old way, and provide a kind of aerated concrete wall on-the-spot monobloc cast construction technology, but use this method reduction of erection time, reduce engineering cost.
The technical scheme that technical solution problem of the present invention is adopted is: the job practices of the on-the-spot monobloc cast of a kind of aerated concrete wall may further comprise the steps:
(1) will go up keel is fixed on the permanent position of top board and lower keel is fixed on the relevant position on ground;
(2) connect with a plurality of columns between keel and the lower keel on described;
(3) two root edges outsides of keel and lower keel are connected on keel and lower keel and the column some templates are flat respectively on described;
(4) suitable position of described template top edge is established grouting mouthful, mouthful the concrete filler is poured in the space between two templates from grouting;
(5) after the body of wall between two templates tentatively solidifies, template is unloaded.
The invention has the beneficial effects as follows: save manpower, reduce spillage of material, reduction of erection time, engineering cost be low.
Description of drawings
The present invention is further described below in conjunction with drawings and Examples.
Fig. 1 is a structural representation of the present invention.
Among the figure, 1. top board is 2. gone up keel, 3. lower keel, 4. ground, 5. column, 6. template, 7. template, 8. grouting mouth.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the invention will be further described, to help to understand content of the present invention.
As shown in Figure 1, the on-the-spot monobloc cast construction of a kind of aerated concrete wall, top board and the flooring that need construct and finish.May further comprise the steps:
1. will go up keel 2 is fixed on the permanent position of top board 1 and lower keel 3 is fixed on the relevant position on ground 4;
2. between keel 2 and the lower keel 3, connect on described with a plurality of columns 5;
3. a root edge outside of keel 2 and lower keel 3 connects into the plurality of small blocks template on template 6 flat being connected on keel 2, lower keel 3 and the column 5 on described;
4. another root edge outside of keel 2 and lower keel 3 connects into the plurality of small blocks template on template 7 flat being connected on keel 2, lower keel 3 and the column 5 on described;
5. the suitable position of stating template 6, template 7 top edges is established grouting mouthfuls 8, filler is poured in the space between template 6 and the template 7 from grouting mouthfuls 8;
6. after the body of wall between template 6 and the template 7 tentatively solidifies template is unloaded;
7. the present invention can pre-buried body of wall and the stiffened wire lath at frame construction handing-over interface, removes back nail net operation from and saves duration and corresponding cost.
8. the present invention can be provided with the prefabricated aerating concrete core pipe identical with this way material or the core pipe of other materials according to the thickness of wall body in the actual engineering, intensity, rigidity requirement in body of wall, with reduction of erection time, minimizing site work amount.
9. but tension rib between the present invention's preburied frame shelf structure and the body of wall and windowsill position reinforcing band arrangement of reinforcement.
The present invention can carry out one or many to body of wall according to the concrete condition of engineering and build, to satisfy the coordination requirement between the operation.
Described grouting filler is a concrete, and its prescription mainly contains following material and forms: cement (230-400kg), stone flour (50-150kg), flyash (35-80kg), lime (5-15kg), gypsum (1-3.5kg), water reducing agent (2-6kg), slip stabilizing agent (2-10kg), blowing agent (in right amount), water (in right amount).
Claims (1)
1, the job practices of the on-the-spot monobloc cast of a kind of aerated concrete wall is characterized in that: may further comprise the steps:
(1) will go up keel is fixed on the permanent position of top board and lower keel is fixed on the relevant position on ground;
(2) connect with a plurality of columns between keel and the lower keel on described;
(3) two root edges outsides of keel and lower keel are connected on keel, lower keel and the column some templates are flat respectively on described;
(4) suitable position of described template top edge is established grouting mouthful, mouthful the concrete filler is poured in the space between two templates from grouting;
(5) after the body of wall between two templates tentatively solidifies, template is unloaded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007101164070A CN101240569A (en) | 2007-12-25 | 2007-12-25 | In-situ integrated placing construction method for aerated concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007101164070A CN101240569A (en) | 2007-12-25 | 2007-12-25 | In-situ integrated placing construction method for aerated concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101240569A true CN101240569A (en) | 2008-08-13 |
Family
ID=39932363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007101164070A Pending CN101240569A (en) | 2007-12-25 | 2007-12-25 | In-situ integrated placing construction method for aerated concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101240569A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105523739A (en) * | 2015-12-30 | 2016-04-27 | 张秋文 | Self-fermentation cement mixed mortar for walls and a constructing method thereof |
| CN109113229A (en) * | 2018-09-13 | 2019-01-01 | 崔二民 | A kind of filling wall and its construction technology |
| CN115008600A (en) * | 2022-06-14 | 2022-09-06 | 福建省兴岩建筑科技有限公司 | Production method of prefabricated sandwich ALC inner partition wall |
-
2007
- 2007-12-25 CN CNA2007101164070A patent/CN101240569A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105523739A (en) * | 2015-12-30 | 2016-04-27 | 张秋文 | Self-fermentation cement mixed mortar for walls and a constructing method thereof |
| CN109113229A (en) * | 2018-09-13 | 2019-01-01 | 崔二民 | A kind of filling wall and its construction technology |
| CN115008600A (en) * | 2022-06-14 | 2022-09-06 | 福建省兴岩建筑科技有限公司 | Production method of prefabricated sandwich ALC inner partition wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| DD01 | Delivery of document by public notice |
Addressee: Bi Kezhou Document name: Notification of Patent Invention Entering into Substantive Examination Stage |
|
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20080813 |