CN102094523A - Reverse positioning construction method of assembled templates - Google Patents
Reverse positioning construction method of assembled templates Download PDFInfo
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- CN102094523A CN102094523A CN2010105984738A CN201010598473A CN102094523A CN 102094523 A CN102094523 A CN 102094523A CN 2010105984738 A CN2010105984738 A CN 2010105984738A CN 201010598473 A CN201010598473 A CN 201010598473A CN 102094523 A CN102094523 A CN 102094523A
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- positioning
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Abstract
The invention provides a reverse positioning construction method of assembled templates. In the method, the positioning problem of the templates is simplified by adopting a reverse construction program. The method comprises the following steps: firstly positioning horizontal templates; then positioning vertical templates by the horizontal templates; and finally reserving slits on the lower ends of the vertical templates, and butting supplementary templates with the vertical templates for blocking off the slits, thus realizing seamless junction of the vertical templates, and solving difficulty in disassembling the templates. The method has the advantage of reasonable design, and is accurate in positioning, close in junction and convenient in disassembly.
Description
Technical field
The present invention relates to a kind of construction techniques, during specifically a kind of construction concrete structure house, the job practices that the diffusing assembly concrete blinding that uses is positioned.
Background technology
In concrete structure building construction template construction, particularly in housing construction, all be the job practices that adopts wall, plate one formwork mostly, this method has reduced working procedure, has improved programming, still, also has many weak points.At first, vertically template and horizontal shuttering all are difficult to accurate location; Secondly, there is the slit in vertical template upper end, and this makes vertical template and being connected of horizontal shuttering handle comparatively difficulty; Moreover in the construction later stage, the difficulty of template dismounting is bigger.Because the existence of these problems has not only directly influenced the Concrete Construction quality, and has reduced template construction efficient.Therefore, optimize template construction technology, design that a cover can accurately be located, diffusing assembly template construction method easy and simple to handle is the technical problem that needs to be resolved hurrily.
Summary of the invention
At the deficiency that prior art exists, technical problem to be solved by this invention is, the reverse location of a kind of diffusing assembly template job practices is provided, can realize vertical template and horizontal shuttering accurate location, be connected closely and reasonable in design, convenient disassembly.
For solving the problems of the technologies described above, the technical solution used in the present invention is that the reverse location of a kind of diffusing assembly template job practices may further comprise the steps:
(1) carries out the location and the drawknot of horizontal shuttering;
(2) will carry on the vertical template, carry out seamless connection, carry out the reverse location of vertical template, then vertical template is supported and reinforces by horizontal shuttering with horizontal shuttering;
(3) shutoff being carried out in the slit of vertical template lower end handles;
(4) carry out the comprehensive drawknot and the reinforcing of template framework integral body.
The above-mentioned reverse location of diffusing assembly template job practices is stayed the lower end with the slit of vertical template, adopts the mode that additional template is docked with vertical template that the shutoff processing is carried out in the slit of vertical template lower end.
The present invention simplifies the orientation problem of template by adopting reverse construction sequence.Carry out the location of horizontal shuttering earlier, utilize horizontal shuttering to locate vertical template again.At last, the lower end is stayed in the slit,, both can have been realized the seamless connection of vertical template, solved the difficult problem of template dismounting again by replenishing plate butt joint shutoff.
The present invention has following advantage and beneficial effect:
1, Template Location is accurate, and construction technology is simple, easy to operate;
2, improve efficiency of construction, accelerating construction progress, reduce job costs;
3, work progress safety, stable guarantees engineering construction quality.
4, reasonable in design, be easy to dismounting, fundamentally solved the difficult problem of the dismounting that " wallboard one formwork " template is difficult to.Be convenient to safeguard.
Description of drawings
Fig. 1 is a horizontal shuttering location structure schematic diagram of the present invention;
Fig. 2 is the vertical Template Location structural representation of the present invention;
Fig. 3 is the formwork integral structural representation.
The specific embodiment
The reverse location of the diffusing assembly template job practices of present embodiment may further comprise the steps:
(1) as shown in Figure 1, carry out the location and the drawknot of horizontal shuttering 1;
(2) as shown in Figure 2, will carry on the vertical template 2, carry out seamless connection with horizontal shuttering 1,, then vertical template 2 is supported and reinforces by the reverse location that horizontal shuttering is realized vertical template;
(3) as shown in Figure 3, to the slit of vertical template 2 lower ends, adopt the mode that additional template 3 is docked with vertical template 2 to carry out the shutoff processing.
(4) as shown in Figure 3, carry out the comprehensive drawknot and the reinforcing of template framework integral body, to guarantee the resistance to overturning and the safety of template.
The above only is preferred embodiment of the present invention, is not to be the restriction of the present invention being made other form, and any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the equivalent embodiment of equivalent variations.But every technical solution of the present invention content that do not break away to any simple modification, equivalent variations and remodeling that above embodiment did, still belongs to the protection domain of technical solution of the present invention according to technical spirit of the present invention.
Claims (2)
1. loose and piece together the reverse location of template job practices, may further comprise the steps:
(1) carries out the location and the drawknot of horizontal shuttering;
(2) will carry on the vertical template, carry out seamless connection, carry out the reverse location of vertical template, then vertical template is supported and reinforces by horizontal shuttering with horizontal shuttering;
(3) shutoff being carried out in the slit of vertical template lower end handles;
(4) carry out the comprehensive drawknot and the reinforcing of template framework integral body.
2. the reverse location of diffusing assembly template according to claim 1 job practices is characterized in that: the lower end is stayed in the slit of vertical template, adopted the mode that additional template is docked with vertical template that the shutoff processing is carried out in the slit of vertical template lower end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010598473.8A CN102094523B (en) | 2010-12-21 | 2010-12-21 | Loose spelling template reverse positioning construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010598473.8A CN102094523B (en) | 2010-12-21 | 2010-12-21 | Loose spelling template reverse positioning construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102094523A true CN102094523A (en) | 2011-06-15 |
| CN102094523B CN102094523B (en) | 2016-02-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010598473.8A Active CN102094523B (en) | 2010-12-21 | 2010-12-21 | Loose spelling template reverse positioning construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN102094523B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824801A (en) * | 2018-06-26 | 2018-11-16 | 徐晓胜 | A kind of interior external mold steel form of section construction concrete |
| CN111693034A (en) * | 2020-06-12 | 2020-09-22 | 中建科工集团有限公司 | Measuring platform and measuring construction method of tower mast structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06200622A (en) * | 1993-01-07 | 1994-07-19 | Junichi Sugisaka | Concrete form device |
| JPH08158643A (en) * | 1994-12-08 | 1996-06-18 | Takenaka Komuten Co Ltd | Large scale unit form and its assembling method |
| CN1150989A (en) * | 1995-11-20 | 1997-06-04 | 李文元 | Modularization of building module plate device |
| CN2617859Y (en) * | 2003-05-14 | 2004-05-26 | 上海市第七建筑有限公司 | Truss supporting template systems |
| CN101748892A (en) * | 2009-12-29 | 2010-06-23 | 青建集团股份公司 | Connection method for joint between assembled wall formworks |
-
2010
- 2010-12-21 CN CN201010598473.8A patent/CN102094523B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06200622A (en) * | 1993-01-07 | 1994-07-19 | Junichi Sugisaka | Concrete form device |
| JPH08158643A (en) * | 1994-12-08 | 1996-06-18 | Takenaka Komuten Co Ltd | Large scale unit form and its assembling method |
| CN1150989A (en) * | 1995-11-20 | 1997-06-04 | 李文元 | Modularization of building module plate device |
| CN2617859Y (en) * | 2003-05-14 | 2004-05-26 | 上海市第七建筑有限公司 | Truss supporting template systems |
| CN101748892A (en) * | 2009-12-29 | 2010-06-23 | 青建集团股份公司 | Connection method for joint between assembled wall formworks |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824801A (en) * | 2018-06-26 | 2018-11-16 | 徐晓胜 | A kind of interior external mold steel form of section construction concrete |
| CN111693034A (en) * | 2020-06-12 | 2020-09-22 | 中建科工集团有限公司 | Measuring platform and measuring construction method of tower mast structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102094523B (en) | 2016-02-10 |
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