CN102433987A - Method for same-body pouring of thermal insulation stay-in-place mould - Google Patents
Method for same-body pouring of thermal insulation stay-in-place mould Download PDFInfo
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- CN102433987A CN102433987A CN201110457796XA CN201110457796A CN102433987A CN 102433987 A CN102433987 A CN 102433987A CN 201110457796X A CN201110457796X A CN 201110457796XA CN 201110457796 A CN201110457796 A CN 201110457796A CN 102433987 A CN102433987 A CN 102433987A
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- dismantling formwork
- thermal insulation
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Abstract
The invention discloses a method for same-body pouring of a thermal insulation stay-in-place mould, which comprises the following steps of: 1) selecting the thermal insulation stay-in-place mould; 2) performing interface treatment on one surface of the thermal insulation stay-in-place mould; 3) providing a support for the bottom layer, and placing the thermal insulation stay-in-place mould on the outer side of a to-be-placed member which requires thermal insulation treatment, wherein the surface subjected to the interface treatment faces towards the surface of the to-be-placed member; 4) adopting vertical arrangement on the outer side of the thermal insulation stay-in-place mould, taking a flitch as a back ridge, and fixedly connecting the thermal insulation stay-in-place mould with the flitch; 5) arranging a steel pipe in the horizontal direction, and adopting a split bolt punched hole to ensure that the steel pipe is in pull fixation with a template on the inner side of the member; 6) pouring concrete; 7) before the strength of the concrete is not formed, penetrating an anchoring member into the concrete; and 8) when the concrete reaches a standard strength, dismounting the back ridge and a supporting frame on the outer side of the thermal insulation stay-in-place mould. In the technology for the same-body pouring of the thermal insulation stay-in-place mold, a thermal insulation plate is used as a template for same-body pouring, so that a wood mould or a steel mould is replaced, resources are saved, a construction process is simple and direct, and construction cost and safety risk factor are reduced.
Description
Technical field
The present invention relates to building material industry building energy-saving heat-insulating material construction technology technical field, especially build insulation non-dismantling formwork technology about consubstantiality.
Background technology
At present, the concreting common method is to utilize wooden model or punching block to fix to carry out concreting, treat that concrete strength reaches designing requirement after, stripping according to energy-conservation requirement, is done heat insulating material again.This technology is not only wasted timber or steel, and technology is loaded down with trivial details, and construction costs is high, and the security risk coefficient is high.
Summary of the invention
To the problem that exists in the prior art, the objective of the invention is to propose a kind of consubstantiality and build insulation non-dismantling formwork technology, warming plate double as template; Consubstantiality is built, and has not only replaced wooden model or punching block, economizes on resources; And construction technology is simple and direct, reduces construction costs and security risk coefficient.
Technical scheme of the present invention is: a kind of consubstantiality is built insulation non-dismantling formwork method, its processing step:
The insulation non-dismantling formwork of step 1, selection required size;
Step 2, will be incubated non-dismantling formwork and simultaneously do interface processing;
Step 3, the bottom adopt rest, the insulation non-dismantling formwork is placed on need does waiting that insulation handles and build the member outside, and the one side that interface processing is crossed is towards waiting to build the member face;
Step 4, the insulation non-dismantling formwork outside adopt vertical layout, flitch as back cord, and the insulation non-dismantling formwork is fixedly connected with flitch;
Step 5, horizontal direction are provided with steel pipe, adopt the split bolt perforation fixing to drawing with the member inner side template;
Step 6, concreting are avoided vibrating head to collide with and are incubated non-dismantling formwork and split bolt;
Step 7, before concrete strength does not form, anchoring piece is penetrated in the concrete;
Step 8, after concrete reaches normal intensity, remove insulation non-dismantling formwork outside back cord and support.
Above-mentioned consubstantiality is built insulation non-dismantling formwork method, and it is further characterized in that:
The flitch of the vertical layout of employing, spacing 150mm, cross section 50 * 100mm is as back cord in the step 4, outside the insulation non-dismantling formwork, and the insulation non-dismantling formwork adopts continuously connected fastener and flitch to fix, and every non-dismantling formwork continuously connected fastener is no less than 2.
In the step 5, horizontal direction is every establishes two road φ, 48 * 3.5 steel pipes at a distance from 500mm, adopts the split bolt perforation fixing to drawing with the member inner side template.
In the step 6, concreting, the one-time-concreting height should not be greater than 0.6m, avoids vibrating head collide with insulation non-dismantling formwork and split bolt.
In the step 7, before concrete does not form normal intensity, anchoring piece is anchored in the concrete, the effective anchorage depth that gets into concrete base layer should be less than 30mm, and anchoring piece is the plum blossom shape and arranges.
Beneficial effect of the present invention:Consubstantiality of the present invention is built insulation non-dismantling formwork technology, warming plate double as template, and consubstantiality is built, and has not only replaced wooden model or punching block, economize on resources, and construction technology is simple and direct, reduces construction costs and security risk coefficient.Insulation non-dismantling formwork, back cord, steel pipe equidistantly, the selection of size, promptly guaranteed the workmanship that consubstantiality is built, practiced thrift resource again.
Description of drawings
Fig. 1 is frame column insulation non-dismantling formwork way profile of the present invention.
Fig. 2 is frame column insulation non-dismantling formwork way elevation of the present invention.
Fig. 3 is a shear wall thermal insulation non-dismantling formwork way profile of the present invention.
Fig. 4 is a shear wall thermal insulation non-dismantling formwork way elevation of the present invention.
Fig. 5 is Vierendeel girder insulation non-dismantling formwork way profile of the present invention.
Fig. 6 is Vierendeel girder insulation non-dismantling formwork way elevation of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment further explain is done in the invention.
Technical matters step of the present invention shown in Fig. 1-2, is present embodiment frame column insulation non-dismantling formwork way profile, elevation:
1, selects the insulation non-dismantling formwork of required size.
2, will be incubated non-dismantling formwork and simultaneously do interface processing.
3, the bottom adopts rest, the insulation non-dismantling formwork is placed on need does waiting that insulation handles and build the member outside, and the one side that interface processing is crossed is towards waiting to build the member face.
4, the flitch of the vertical layout of insulation non-dismantling formwork outside employing, spacing 150mm, cross section 50 * 100mm is as back cord, and the insulation non-dismantling formwork adopts continuously connected fastener and flitch to fix, and every non-dismantling formwork continuously connected fastener is no less than 2.
5, horizontal direction is every establishes two road φ, 48 * 3.5 steel pipes at a distance from 500mm, adopts the split bolt perforation fixing to drawing with the member inner side template.
6, concreting, the one-time-concreting height should not be avoided vibrating head to collide with and be incubated non-dismantling formwork and split bolt greater than 0.6m.
7, before concrete does not form normal intensity, anchoring piece is anchored in the concrete, the effective anchorage depth that gets into concrete base layer should be less than 30mm, and anchoring piece is the plum blossom shape and arranges.
8, after concrete reaches normal intensity, remove insulation non-dismantling formwork outside back cord and support.
Embodiment 2: shown in Fig. 3-4, be present embodiment shear wall thermal insulation non-dismantling formwork way profile, elevation.
Embodiment 3: shown in Fig. 5-6, be present embodiment Vierendeel girder insulation non-dismantling formwork way profile, elevation.
Though the present invention with preferred embodiment openly as above; But embodiment and accompanying drawing are not to be used for limiting the present invention, anyly are familiar with this art, in spirit that does not break away from the present invention and scope; Can do various variations or retouching from working as, but equally within protection scope of the present invention.What therefore protection scope of the present invention should be defined with the application's claim protection domain is as the criterion.
Claims (5)
1. a consubstantiality is built insulation non-dismantling formwork method, its processing step:
The insulation non-dismantling formwork of step 1, selection required size;
Step 2, will be incubated non-dismantling formwork and simultaneously do interface processing;
Step 3, the bottom adopt rest, the insulation non-dismantling formwork is placed on need does waiting that insulation handles and build the member outside, and the one side that interface processing is crossed is towards waiting to build the member face;
Step 4, the insulation non-dismantling formwork outside adopt vertical layout, flitch as back cord, and the insulation non-dismantling formwork is fixedly connected with flitch;
Step 5, horizontal direction are provided with steel pipe, adopt the split bolt perforation fixing to drawing with the member inner side template;
Step 6, concreting are avoided vibrating head to collide with and are incubated non-dismantling formwork and split bolt;
Step 7, before concrete strength does not form, anchoring piece is penetrated in the concrete;
Step 8, after concrete reaches normal intensity, remove insulation non-dismantling formwork outside back cord and support.
2. consubstantiality according to claim 1 is built insulation non-dismantling formwork method, it is characterized in that:
The flitch of the vertical layout of employing, spacing 150mm, cross section 50 * 100mm is as back cord in the step 4, outside the insulation non-dismantling formwork, and the insulation non-dismantling formwork adopts continuously connected fastener and flitch to fix, and every non-dismantling formwork continuously connected fastener is no less than 2.
3. consubstantiality according to claim 1 is built insulation non-dismantling formwork method, it is characterized in that:
In the step 5, horizontal direction is every establishes two road φ, 48 * 3.5 steel pipes at a distance from 500mm, adopts the split bolt perforation fixing to drawing with the member inner side template.
4. consubstantiality according to claim 1 is built insulation non-dismantling formwork method, it is characterized in that:
In the step 6, concreting, the one-time-concreting height should not be greater than 0.6m, avoids vibrating head collide with insulation non-dismantling formwork and split bolt.
5. consubstantiality according to claim 1 is built insulation non-dismantling formwork method, it is characterized in that:
In the step 7, before concrete does not form normal intensity, anchoring piece is anchored in the concrete, the effective anchorage depth that gets into concrete base layer should be less than 30mm, and anchoring piece is the plum blossom shape and arranges.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110457796XA CN102433987A (en) | 2011-12-31 | 2011-12-31 | Method for same-body pouring of thermal insulation stay-in-place mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110457796XA CN102433987A (en) | 2011-12-31 | 2011-12-31 | Method for same-body pouring of thermal insulation stay-in-place mould |
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| CN102433987A true CN102433987A (en) | 2012-05-02 |
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| CN201110457796XA Pending CN102433987A (en) | 2011-12-31 | 2011-12-31 | Method for same-body pouring of thermal insulation stay-in-place mould |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758256A (en) * | 2014-02-14 | 2014-04-30 | 吕国兵 | Decorative heat preservation composite wall and manufacturing method thereof |
| CN104775621A (en) * | 2015-04-23 | 2015-07-15 | 奥克森（北京）新材料科技有限公司 | Building formwork constructing method |
| CN105133830A (en) * | 2015-08-24 | 2015-12-09 | 中国建筑第八工程局有限公司 | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction |
| CN108118889A (en) * | 2017-12-29 | 2018-06-05 | 北京城建北方建设有限责任公司 | OKS temperature steel form coordinates the construction technology of big punching block |
| CN109779052A (en) * | 2019-01-28 | 2019-05-21 | 南京天运塑业有限公司 | A kind of disassembly-free thermal-insulation form board and preparation method thereof, production equipment, construction method |
| CN110159277A (en) * | 2019-05-16 | 2019-08-23 | 中交一公局厦门工程有限公司 | Anchoring construction method for non-wall-separated side wall of subway initial well |
| CN111877607A (en) * | 2020-08-09 | 2020-11-03 | 郭可伍 | Heat-preservation and decoration integrated disassembly-free template for building and manufacturing method thereof |
| CN112064835A (en) * | 2020-09-14 | 2020-12-11 | 郭可伍 | Disassembly-free heat-preservation and decoration integrated template and production process thereof |
| CN112554391A (en) * | 2020-11-27 | 2021-03-26 | 锦州市好为尔保温材料有限公司 | Formwork-removal-free heat-insulation concrete wall structure and construction method |
| CN113622693A (en) * | 2021-09-14 | 2021-11-09 | 中国二十二冶集团有限公司 | Cast-in-place concrete column heat preservation freeze-proof device |
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| CN102071797A (en) * | 2010-12-30 | 2011-05-25 | 郑州大学 | Fiber-reinforced plaster-free dismantle-free integrated heat-preservation template and exterior wall heat-preservation construction process |
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Patent Citations (7)
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| US4150808A (en) * | 1978-01-16 | 1979-04-24 | Sawyer Robert D | Concrete construction form panel |
| JP2004232317A (en) * | 2003-01-30 | 2004-08-19 | Ando Corp | Outside heat insulating wall structure and formation method of the outside heat insulating wall |
| JP2007205054A (en) * | 2006-02-02 | 2007-08-16 | Nishimatsu Constr Co Ltd | Heat insulating form and construction method of concrete structure |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758256A (en) * | 2014-02-14 | 2014-04-30 | 吕国兵 | Decorative heat preservation composite wall and manufacturing method thereof |
| CN104775621A (en) * | 2015-04-23 | 2015-07-15 | 奥克森（北京）新材料科技有限公司 | Building formwork constructing method |
| CN105133830A (en) * | 2015-08-24 | 2015-12-09 | 中国建筑第八工程局有限公司 | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction |
| CN108118889A (en) * | 2017-12-29 | 2018-06-05 | 北京城建北方建设有限责任公司 | OKS temperature steel form coordinates the construction technology of big punching block |
| CN109779052A (en) * | 2019-01-28 | 2019-05-21 | 南京天运塑业有限公司 | A kind of disassembly-free thermal-insulation form board and preparation method thereof, production equipment, construction method |
| CN110159277A (en) * | 2019-05-16 | 2019-08-23 | 中交一公局厦门工程有限公司 | Anchoring construction method for non-wall-separated side wall of subway initial well |
| CN111877607A (en) * | 2020-08-09 | 2020-11-03 | 郭可伍 | Heat-preservation and decoration integrated disassembly-free template for building and manufacturing method thereof |
| CN111877607B (en) * | 2020-08-09 | 2022-07-26 | 昭通高速装配式建筑有限公司 | Heat-preservation and decoration integrated disassembly-free template for building and manufacturing method thereof |
| CN112064835A (en) * | 2020-09-14 | 2020-12-11 | 郭可伍 | Disassembly-free heat-preservation and decoration integrated template and production process thereof |
| CN112554391A (en) * | 2020-11-27 | 2021-03-26 | 锦州市好为尔保温材料有限公司 | Formwork-removal-free heat-insulation concrete wall structure and construction method |
| CN113622693A (en) * | 2021-09-14 | 2021-11-09 | 中国二十二冶集团有限公司 | Cast-in-place concrete column heat preservation freeze-proof device |
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Application publication date: 20120502 |