CN104775621A - Building formwork constructing method - Google Patents
Building formwork constructing method Download PDFInfo
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- CN104775621A CN104775621A CN201510195691.XA CN201510195691A CN104775621A CN 104775621 A CN104775621 A CN 104775621A CN 201510195691 A CN201510195691 A CN 201510195691A CN 104775621 A CN104775621 A CN 104775621A
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- template
- formwork
- metallic framework
- construction method
- warming plate
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Abstract
The invention discloses a building formwork constructing method. The method comprises the following steps of (1) fixing a formwork on a building framework, (2) fixing a metal framework on the outer surface of the formwork, (3) pouring concrete on the inner surface of the formwork, (4) disassembling the metal framework, reserving the formwork and combining the formwork with the concrete integrally. Complex work in a formwork installing and disassembling process is avoided, and meanwhile the cost of formwork supporting materials is reduced.
Description
[technical field]
The present invention relates to building field, particularly a kind of construction formwork construction method.
[background technology]
In modern architecture construction technology, traditional loam brick structure and construction method are eliminated gradually, the substitute is the new structure with pouring concrete framework and light heat insulation material body of wall, and a lot of body of wall additionally uses macroplate lifting mounting process, carries out being spliced to form body of wall after being hung by macroplate.But, in the construction method that these are new, in concrete construction, still be unable to do without traditional steel form or wooden form and support, so that need to repeat installation and removal template or support in whole work progress, operation repeat and numerous and diverse, labour intensity is large.Meanwhile, after dismounting template, if the planarization of body of wall and fineness are very not as one wishes, also need a large amount of finishing process, virtually turn increase construction content and labour payment.Particularly in traditional formwork structure, mostly adopt legs to be stupefied, after repeatedly dismantling, legs easily occurs and can't bear to use, and the cost of template construction process legs is improved gradually.
Therefore be necessary the construction method proposing a kind of construction formwork, the work of repeatedly dismantling template and support can be reduced, reduce again the cost of material cost in work progress simultaneously.
[summary of the invention]
The technical problem to be solved in the present invention is to provide a kind of construction formwork construction method, utilize construction method proposed by the invention, effectively can be reduced in architectural process the time of installing and dismantling template and spending, the consume on a mold materials and cost can be reduced simultaneously.
There is provided a kind of construction formwork construction method for this Hair of ， that solves the problem is bright, comprise the following step:
(1) template is fixed on building skeleton; (2) metallic framework is fixed on the external surface of template; (3) between template inner surface, concreting is carried out; (4) remove metallic framework, reservation template and concrete are combined as a whole.
Further, template is warming plate.
Further, template comprises warming plate and screed, and screed is arranged at warming plate external surface.
Further, metallic framework is fixed by detachable fixture and template.
Further, multiple metallic framework is undertaken combined and spliced by connector.
Further, described metallic framework is steelframe.
By this, utilize construction method proposed by the invention, after concrete casting operation completes, only need to remove metallic framework, template is retained and is combined with concrete wall, eliminate the time of dismounting template, meanwhile, compared to the formwork support process of conventional template, do not need to install that many master is stupefied or secondary stupefiedly carries out shuttering supporting, both be convenient to install and dismounting as shuttering supporting by metallic framework, and avoided again the infringement for support in repeatedly installing/dismounting process, effectively can reduce the cost of cost.
[accompanying drawing explanation]
Fig. 1 is construction formwork construction method flow chart of the present invention.
[detailed description of the invention]
The present invention mainly discloses a kind of construction formwork construction method, please refer to Fig. 1, is flow chart of steps of the present invention:
S01: first template is fixed on building skeleton; S02: the external surface again metallic framework being fixed on template; S03: now carries out concreting between template inner surface; S04: remove metallic framework, retains template and concrete is combined as a whole.
In the present embodiment, template can be directly warming plate or the template including warming plate and screed, if include the template of warming plate and screed, then screed is the external surface being arranged on warming plate, metallic framework is fixed by detachable fixture and template, connector can be utilized to be spliced by multiple metallic framework, to support large-area template simultaneously.Warming plate meets A level fire proofing material requirement warming plate, as extruded sheet, foamed board or polyamine ester board.
In specific operation process, first in inciting somebody to action, wall face template and building skeleton are fixed, inner wall surface template can adopt conventional template or adopt warming plate, wall face template adopts warming plate or includes the template of warming plate and screed, the mode that template and building skeleton are fixed can adopt goat's horn nut and iron wire to bundle, metallic framework utilizes bolt or other detachable fixtures and wall face template external surface to be fixed by now again, inner wall surface template is according to warming plate, then can be fixed with metallic framework, according to conventional template, legs is then utilized to carry out formwork, can recycle connector between multiple metallic frameworks of wall face template external surface to combine, connector can be connector, union piece, locking part etc., uses and forms large-area metallic framework, now carries out concreting between inner, external wall face die plate, after concrete is solid, metallic framework outside wall face template is removed, inner wall surface template is according to the formwork way of warming plate and metallic framework, also only metallic framework is removed, according to the formwork way of conventional template, then stupefied for the support of inner wall surface template and template are pulled down.
So, warming plate and wall face form one, warming plate can as the some of wall face body of wall, compared to traditional construction formwork construction method, form of construction work of the present invention is adopted not need stripping, also do not need the master removing a large amount of formwork stupefied, secondary stupefied, only remove metallic framework, can save in a large number in work progress and install and dismantle the formwork and formwork supports stupefied time; Meanwhile, be metallic framework due to what adopt at shuttering supporting, the support compared to conventional wooden is stupefied, and metallic framework can not produce the problem of loss, can save the cost on material.
The foregoing is only the present invention's preferably embodiment, and be not used to limit interest field of the present invention; Simultaneously above description, for correlative technology field, special personage should understand and implement, and therefore other equivalences completed under not departing from disclosed spirit change or modify, and all should comprise in the claims.
Claims (6)
1. a construction formwork construction method, is characterized in that comprising the following step:
(1) template is fixed on building skeleton; (2) metallic framework is fixed on the external surface of described template; (3) between described template inner surface, concreting is carried out; (4) remove described metallic framework, retain described template and described concrete is combined as a whole.
2. construction formwork construction method according to claim 1, is characterized in that: described template is warming plate.
3. construction formwork construction method according to claim 1, is characterized in that: described template comprises warming plate and screed, described screed is arranged at described warming plate external surface.
4. the construction formwork construction method according to Claims 2 or 3, is characterized in that: described metallic framework is fixed by detachable fixture and described template.
5. the construction formwork construction method according to Claims 2 or 3, is characterized in that: described multiple metallic framework is undertaken combined and spliced by connector.
6. the construction formwork construction method according to Claims 2 or 3, is characterized in that: described metallic framework is steelframe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510195691.XA CN104775621A (en) | 2015-04-23 | 2015-04-23 | Building formwork constructing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510195691.XA CN104775621A (en) | 2015-04-23 | 2015-04-23 | Building formwork constructing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104775621A true CN104775621A (en) | 2015-07-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510195691.XA Pending CN104775621A (en) | 2015-04-23 | 2015-04-23 | Building formwork constructing method |
Country Status (1)
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| CN (1) | CN104775621A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1095131A (en) * | 1993-05-10 | 1994-11-16 | 吴炎泰 | Exempt from the manufacture method of form removal dry type solid wall |
| CN1338552A (en) * | 2001-09-21 | 2002-03-06 | 大连理工大学 | Construction technology without detaching forms for concrete |
| CN2527615Y (en) * | 2001-12-30 | 2002-12-25 | 北京城建耐泰安建材有限责任公司 | Heat insulating bearing wall construction member need no removal of mould |
| US20050050838A1 (en) * | 2001-11-03 | 2005-03-10 | Hills Danny W. | Building component |
| AU2002336815B2 (en) * | 2001-11-03 | 2006-10-12 | Bartra Island Pty Ltd | Building component |
| CN1876995A (en) * | 2006-07-04 | 2006-12-13 | 朱秦江 | Integral mould-detachment-free casting system for concrete structure and construction method thereof |
| CN102433987A (en) * | 2011-12-31 | 2012-05-02 | 江苏华伟佳建材科技有限公司 | Method for same-body pouring of thermal insulation stay-in-place mould |
| CN103104094A (en) * | 2010-04-21 | 2013-05-15 | 成都绿建科技有限公司 | Construction method of lattice light-gauge steel house |
| CN103741846A (en) * | 2014-01-02 | 2014-04-23 | 山西省第二建筑工程公司 | Construction method for concrete shear wall |
| CN104100026A (en) * | 2014-07-18 | 2014-10-15 | 北京中联环环美轻钢结构安装有限公司 | Disassembling-free steel-frame three-dimensional screen formwork cast-in-place foaming concrete composite wall and construction method |
-
2015
- 2015-04-23 CN CN201510195691.XA patent/CN104775621A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1095131A (en) * | 1993-05-10 | 1994-11-16 | 吴炎泰 | Exempt from the manufacture method of form removal dry type solid wall |
| CN1338552A (en) * | 2001-09-21 | 2002-03-06 | 大连理工大学 | Construction technology without detaching forms for concrete |
| US20050050838A1 (en) * | 2001-11-03 | 2005-03-10 | Hills Danny W. | Building component |
| AU2002336815B2 (en) * | 2001-11-03 | 2006-10-12 | Bartra Island Pty Ltd | Building component |
| CN2527615Y (en) * | 2001-12-30 | 2002-12-25 | 北京城建耐泰安建材有限责任公司 | Heat insulating bearing wall construction member need no removal of mould |
| CN1876995A (en) * | 2006-07-04 | 2006-12-13 | 朱秦江 | Integral mould-detachment-free casting system for concrete structure and construction method thereof |
| CN103104094A (en) * | 2010-04-21 | 2013-05-15 | 成都绿建科技有限公司 | Construction method of lattice light-gauge steel house |
| CN102433987A (en) * | 2011-12-31 | 2012-05-02 | 江苏华伟佳建材科技有限公司 | Method for same-body pouring of thermal insulation stay-in-place mould |
| CN103741846A (en) * | 2014-01-02 | 2014-04-23 | 山西省第二建筑工程公司 | Construction method for concrete shear wall |
| CN104100026A (en) * | 2014-07-18 | 2014-10-15 | 北京中联环环美轻钢结构安装有限公司 | Disassembling-free steel-frame three-dimensional screen formwork cast-in-place foaming concrete composite wall and construction method |
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| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150715 |