CN100334312C - Detachable building form component unit and construction method of building form frame - Google Patents
Detachable building form component unit and construction method of building form frame Download PDFInfo
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- CN100334312C CN100334312C CNB2005100361956A CN200510036195A CN100334312C CN 100334312 C CN100334312 C CN 100334312C CN B2005100361956 A CNB2005100361956 A CN B2005100361956A CN 200510036195 A CN200510036195 A CN 200510036195A CN 100334312 C CN100334312 C CN 100334312C
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Abstract
The present invention discloses a detachable building die assembly, which comprises a first edge frame component, a connecting component and a second edge frame component, wherein the first edge frame component is angle iron in the shape of a straight strip, and a plurality of indefinite bolt holes are uniformly arranged on the wall surfaces of two angle edges. The connecting component is angle iron in the shape of a straight strip, and a plurality of indefinite bolt holes are also uniformly arranged on the connecting component. The second edge frame component is angle iron in the shape of a straight strip, wherein a plurality of indefinite L-shaped bearing components are uniformly and stably arranged on the same straight line of the inner wall surface of an angle edge, and a plurality of indefinite bolt holes are uniformly arranged on the wall surface of the other angle edge. The present invention also discloses the construction method of a building die frame, which comprises the following procedures that a column die manufacturing frame is erected by the first edge frame component and the connecting component, a beam die manufacturing frame is erected by the first edge frame component, the second edge frame component and the connecting component, a horizontal plane manufacturing frame is erected by the second edge frame component, and a concrete and detaching die frame is cast by regular methods and is installed by mould plates. The present invention can be widely applied to the construction of various frame columns, frame beams and horizontal planes.
Description
Technical field
The present invention relates to a kind of building membrane module, relate in particular to a kind of detachable building membrane module that is applied to build beam, cylinder or beam body, the invention still further relates to the building form frame frame construction method that has used above-mentioned building membrane module.Belong to fixed buildings portion construction equipment template field.
Background technology
The template number that present people use under construction is big, kind is many, and is common that wood materials just arranged or iron material, yet in use place not fully up to expectations usually arranged, common wood materials building form, design is relatively more dull, is connected and fixed by bolt or rivet to each other, and it is installed and demoulding inconvenience, cause distortion in the knockout course easily, recycling rate of waterused is low, and consumption just amount is big, is unfavorable for long-term use.The building form of common iron material also has its deficiency, and volume is big, and is heavy, and influence is installed and the demoulding, thereby reduces efficiency of construction, also has this template as different cylinders or Liang Tishi, does not have general template, thereby has increased construction cost.
Summary of the invention
First purpose of the present invention is to overcome the defective that above-mentioned prior art exists, and a kind of efficiency of construction height is provided, and progress is fast, and building costs is low, the detachable building membrane module that applicability is strong.
Second purpose of the present invention is to provide a kind of building form frame frame construction method that has used above-mentioned building membrane module.
First purpose of the present invention is achieved by the following technical programs:
The detachable building membrane module, design feature is: it comprises first edge framework and the connector, the described first edge framework is the angle bar of vertical bar shape, evenly is provided with a plurality of keyholes on two arm of angle wall; Described connector is the angle bar of vertical bar shape, also evenly is provided with a plurality of keyholes on it, evenly is provided with a plurality of jacking blocks on the described connector, and the vertical distance that described jacking block protrudes in connector equals the thickness of connector material.
It also comprises the second edge framework, and the described second edge framework is the angle bar of vertical bar shape, wherein evenly firmly is provided with a plurality of " L " shape supporting part on the same straight line of an arm of angle internal face, evenly is provided with a plurality of keyholes on its another arm of angle wall.
Evenly be provided with a plurality of bayonet sockets on the edge of described connector, evenly be provided with a plurality of snibs on the arm of angle outer side surface of the described first edge framework simultaneously.
Evenly be provided with a plurality of snibs on the internal face of framework supporting part place, described second edge arm of angle, this snib is positioned on the position in addition, supporting part position; The head dimensions of described each snib is greater than the maximum size of connector bayonet socket, and the snib foot size is slightly greater than the size of bayonet socket inlet.
Described connector evenly has manyly to otch on the connector marginal position beyond its bayonet socket position, every pair of otch slightly outwards turn down, and the maximum normal distance that formation jacking block, described jacking block protrude in connector equals the thickness of connector material.
Be reserved with between the vertical edge of " L " type supporting part on the described second edge framework and the second edge framework seam is installed.
Second purpose of the present invention is achieved by the following technical programs:
The building form frame frame construction method, it may further comprise the steps: set up with the first edge framework and connector and make the post mold framework; Set up with the first edge framework, the second edge framework and connector and to make the beam form framework; Set up with the second edge framework and to make the horizontal plane framework; Conventional method fluid concrete, dismounting mold framework are installed, used to template.
Described setting up made the post mold framework, its method is: the height according to post cuts at least three first edge frameworks, width according to post cuts many connectors, and inwardly with the interior angle of each first edge framework of well cutting, vertically evenly be placed on by the shape of post the post reinforcing bar that tied around, a plurality of connectors by well cutting between each first edge framework firmly connect into a framework, make the post mold framework for one and have just finished.Can produce a plurality of post mold frameworks of making as required with said method.
Described every connector level is connected between the adjacent two first edge frameworks.
Described connector interior angle down is connected between the adjacent two first edge frameworks.
Described connector wherein is positioned at the connector of post topmost, and the distance at its distance post top equals the thickness sum of depth of beam and template.
Described setting up made the beam form framework, its method is: make two of beam at needs and make to set up between the pylon frame and make the beam form framework, according to the two first edge frameworks of cutting of the beeline between two posts and two second edge frameworks, wherein two first edge framework interior angles to internal frame between the connector of both parties in a lawsuit's post mold framework topmost, distance between two first edge framework inside casings equals the thickness sum of the width and the two boards mould of beam, according to the distance cutting connector between the two first corresponding snibs of edge framework, the connector by well cutting between the first edge framework links together; According to the required connector of depth of beam cutting, described two second edge framework interior angles outwards are installed in the top of the first edge framework and concordant with cylinder, beeline between two edge frameworks equals the distance between the above-mentioned two first edge framework inside casings, the connector by well cutting links together between the Dui Ying first edge framework and the second edge framework up and down, and connector had both played connection to the second edge framework and also worked to support installation.Make the beam form framework and just finished for such one.
Be being connected between further stable column and the beam, reserve the position of setting a roof beam in place on described top of making the post mold framework and beam position adjacent, a height of setting a roof beam in place is identical with depth of beam and width respectively with width.
Described setting up made the horizontal plane mold framework, its method is to make two of horizontal plane at needs to make to set up between the beam form framework and make the horizontal plane mold framework, installation code supports framework between two " L " type supporting parts of making on two second relative between the beam form framework edge frameworks, outwards turnover on the position that two ends of standard support framework and " L " type supporting part side join, and the installation that is buckled between " L " the type supporting part and the second edge framework sews on, so that the standard support framework can comparatively stably be installed between the second edge framework.
Described template is installed, its method is: the column template of making of well cutting is close to the inner side edge wall placement of making the post mold framework one by one, tighten with screw by the keyhole on the first edge framework and the connector then, make to make to form a closed framework in the post mold framework all around; The beam forms of making of well cutting is close to the interior two side walls and the inner bottom surface placement of making the beam form framework one by one, tighten with screw by the keyhole on the first edge framework, the second edge framework and the connector then, make and make the framework that forms three closures in the beam form framework; The flat formwork of making of well cutting is close on the limit of making the second edge framework and connector on the mold framework of plane one by one, is tightened with screw by the keyhole on the second edge frame and the connector then and get final product.
Described demolition mold framework, its method is: earlier unclamp screw between template and the first edge framework or the second edge framework and the connector with screwdriver, with iron hammer connector is unloaded down from the snib of the first edge framework and/or the second edge framework then, and then unload the first edge framework and the second edge framework, remove sheet material at last, collect screw and each parts, use in order to next injection molding.
Compared with prior art, the present invention has following beneficial effect:
1, owing to adopts the primary structure of the mode that is connected and fixed of the first edge framework, the second edge framework, connector as membrane module, just can realize with hand hammer or spanner, with parts and bolt installation or unload and get final product processing ease, easy to use, and do not influence the whole steadiness of template; The distance that while is set between the first edge framework according to the size of cylinder is big or small, and like this, the demoulding is reused repeatedly, can become general-purpose construction equipment substantially; In this template the sheet material that uses is had no particular limits; So efficiency of construction height on the whole, progress is fast, and building costs is low, and applicability is strong, can promote the use of at building field.
2, establish jacking block on the connector, can guarantee that the homonymy plank is in the same plane, the mould poured out like this surface opposed flattened has reduced the difficulty of follow-up construction, simultaneously prevented the sheet material easy deformation again, and then influenced later repeated use or influence the situation generation of construction quality.
The construction of various frame columns, Vierendeel girder and architectural plane was very convenient during the present invention can be widely used in building.
Description of drawings
Fig. 1 is framed a perspective view when making post
Fig. 2 is the connector structural representation
Fig. 3 is the first edge framework structural representation
Fig. 4 is the A-A sectional view of Fig. 3
Fig. 5 is the second edge framework structural representation
Fig. 6 is framed a perspective view when making beam
Fig. 7 is a standard support framework mounting structure schematic diagram
The specific embodiment
Below in conjunction with specific embodiment the present invention is specifically described.
Embodiment 1:
As Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and shown in Figure 6, comprise among the present invention that the first edge framework 1, connector 2 and the second edge framework, 3, the first edge frameworks 1 are the angle bar of vertical bar shape, evenly be provided with a plurality of keyholes 4 on two arm of angle wall; Connector 2 is the angle bar of vertical bar shape, also evenly is provided with a plurality of keyholes 5 on it; The second edge framework 3 is the angle bar of vertical bar shape, wherein evenly firmly is provided with a plurality of " L " shape supporting part 6 on the same straight line of an arm of angle internal face, evenly is provided with a plurality of keyholes 7 on its another arm of angle wall; Evenly be provided with a plurality of bayonet sockets 8 on the edge of connector 2, evenly be provided with a plurality of snibs 9 on the arm of angle outer side surface of the first edge framework simultaneously, evenly be provided with a plurality of snibs 10 on the internal face of the second edge framework supporting part 6 place arms of angle, this snib 10 is positioned on the position in addition, supporting part 6 positions; The head dimensions of snib 9 and snib 10 is greater than the maximum size of connector 2 bayonet sockets 8, and snib 9 and snib 10 foot size are slightly greater than the size of bayonet socket inlet.
As shown in Figure 2, connector 2 evenly has manyly to otch on the connector marginal position beyond its bayonet socket position, and every pair of otch slightly outwards turn down, and the maximum normal distance that formation jacking block 11, jacking block 11 protrude in connector 2 equals the thickness of connector 2 materials.
As shown in Figure 5, be reserved with the installation seam between the vertical edge of " L " type supporting part 6 on the second edge framework 3 and the second edge framework 3.
As Fig. 1 and shown in Figure 6, the building form frame frame construction method, it may further comprise the steps: set up with the first edge framework 1 and connector 2 and make the post mold framework; Set up with the first edge framework 1, the second edge framework 3 and connector 2 and to make the beam form framework; Establish with the second edge framework frame 3 and to make the horizontal plane framework; Conventional method fluid concrete, dismounting mold framework are installed, used to template.
Set up and make post mold framework 110, its method is: the height according to post cuts four first edge frameworks 1, width according to post cuts many connectors 2, and inwardly with the interior angle of each first edge framework 1 of well cutting, vertically evenly be placed on by the shape of post the post reinforcing bar that tied around, firmly connect into a framework by a plurality of connectors 2 between each first edge framework 1, make post mold framework 110 for one and just finished.Can produce a plurality of post mold frameworks 110 of making as required with said method, every connector 2 levels are connected between the adjacent two first edge frameworks 1.Connector 2 interior angles down are connected between the adjacent two first edge frameworks 1.Wherein be positioned at the connector 2 of post topmost, the distance at its distance post top equals the thickness sum of depth of beam and template.
Set up and make beam form framework 100, its method is: make two of beam at needs and make to set up between the pylon frame 110 and make beam form framework 100, according to the two first edge frameworks 1 of cutting of the beeline between two posts and two second edge frameworks 3, wherein two first edge framework interior angles to internal frame between the connector 2 of both parties in a lawsuit's post mold framework 110 topmosts, distance between two first edge framework 1 inside casings equals the thickness sum of the width and the two boards mould of beam, link together according to the connector 2 by well cutting between distance cutting connector 2, the first edge frameworks 1 between two first edge frameworks, the 1 corresponding snib 9; According to the required connector 2 of depth of beam cutting, described two second edge framework 3 interior angles outwards are installed in the top of the first edge framework 1 and concordant with cylinder, beeline between two edge frameworks equals the distance between above-mentioned two first edge framework 1 inside casings, the connector 2 by well cutting links together between the Dui Ying first edge framework 1 and the second edge framework 3 up and down, and 2 pairs second edge frameworks 3 of connector had both played connection and also worked to support installation.Make beam form framework 100 and just finished for such one.
Be being connected between further stable column and the beam, reserve the position of setting a roof beam in place on described top of making post mold framework 110 and beam position adjacent, a height of setting a roof beam in place is identical with depth of beam and width respectively with width.
Set up and make the horizontal plane mold framework, its method is: make two of horizontal plane at needs and make to set up between the beam form framework 100 and make the horizontal plane mold framework, installation code supports framework 20 between two " L " type supporting parts 6 of making on two second relative between the beam form framework 100 edge frameworks 3, outwards turnover on the position that two ends of standard support framework 20 and " L " type supporting part side join, and the installation that is buckled between " L " type supporting part 6 and the second edge framework sews on, so that standard support framework 20 can comparatively stably be installed between the second edge framework 3.
Template is installed, its method is: the column template of making of well cutting is close to the inner side edge wall placement of making the post mold framework one by one, tighten by keyhole 4 on the first edge framework 1 and the connector 2 and keyhole 5 usefulness screws then, make to make to form a closed framework in the post mold framework all around; The beam forms of making of well cutting is close to the interior two side walls and the inner bottom surface placement of making beam form framework 100 one by one, tighten by the keyhole 4 on the first edge framework 1, the second edge framework 3 and the connector 2, keyhole 5 and keyhole 7 usefulness screws then, make and make the framework that forms three closures in the beam form framework; The flat formwork of making of well cutting is close on the limit of making the second edge framework 3 and connector 2 on the mold framework of plane one by one, is tightened with screw by the keyhole on the second edge framework 3 and the connector 2 then and get final product.
The demolition mold framework, its method is: earlier unclamp screw between template and the first edge framework 1 and the second edge framework 3 and the connector 2 with screwdriver, with iron hammer connector 2 is unloaded down from the snib 9 and the snib 10 of the first edge framework 1 and the second edge framework 3 then, and then unload the first edge framework 1 and the second edge framework 3, remove sheet material at last, collect screw and each parts, use in order to next injection molding.
The present invention is not limited to above preferred embodiment, so long as the technical scheme that this manual summary of the invention is partly mentioned all can be implemented.
Claims (15)
1. detachable building membrane module, it is characterized in that: it comprises first edge framework and the connector, the described first edge framework is the angle bar of vertical bar shape, evenly is provided with a plurality of keyholes on two arm of angle wall; Described connector is the angle bar of vertical bar shape, also evenly is provided with a plurality of keyholes on it, evenly is provided with a plurality of jacking blocks on the described connector, and the vertical distance that described jacking block protrudes in connector equals the thickness of connector material.
2. detachable building membrane module according to claim 1, it is characterized in that: it also comprises the second edge framework, the described second edge framework is the angle bar of vertical bar shape, wherein evenly firmly be provided with a plurality of " L " shape supporting part on the same straight line of an arm of angle internal face, evenly be provided with a plurality of keyholes on its another arm of angle wall.
3. detachable building membrane module according to claim 1 is characterized in that: evenly be provided with a plurality of bayonet sockets on the edge of described connector, evenly be provided with a plurality of snibs on the arm of angle outer side surface of the described first edge framework simultaneously.
4. detachable building membrane module according to claim 2 is characterized in that: evenly be provided with a plurality of snibs on the internal face of framework supporting part place, described second edge arm of angle, this snib is positioned on the position in addition, supporting part position; The head dimensions of described each snib is greater than the maximum size of connector bayonet socket, and the snib foot size is slightly greater than the size of bayonet socket inlet.
5. detachable building membrane module according to claim 3, it is characterized in that: described connector, evenly have many on the connector marginal position beyond its bayonet socket position to otch, every pair of otch slightly outwards turns down, form jacking block, the maximum normal distance that described jacking block protrudes in connector equals the thickness of connector material.
6. detachable building membrane module according to claim 2 is characterized in that: be reserved with between the vertical edge of " L " type supporting part on the described second edge framework and the second edge framework seam is installed.
7. building form frame frame construction method, it is characterized in that: adopted claim 2 or 4 or 6 described building membrane modules, it may further comprise the steps: set up with the first edge framework and connector and make the post mold framework; Set up with the first edge framework, the second edge framework and connector and to make the beam form framework; Set up with the second edge framework and to make the horizontal plane framework; Conventional method fluid concrete, dismounting mold framework are installed, used to template.
8. building form frame frame construction method according to claim 7, it is characterized in that: described setting up made the post mold framework, its method is: the height according to post cuts at least three first edge frameworks, width according to post cuts many connectors, and inwardly with the interior angle of each first edge framework of well cutting, vertically evenly be placed on by the shape of post the post reinforcing bar that tied around, a plurality of connectors by well cutting between each first edge framework firmly connect into a framework, make the post mold framework for one and have just finished.Can produce a plurality of post mold frameworks of making as required with said method.
9. building form frame frame construction method according to claim 8 is characterized in that: described every connector level is connected between the adjacent two first edge frameworks.
10. according to claim 7 or 8 described building form frame frame construction methods, it is characterized in that: described connector interior angle down is connected between the adjacent two first edge frameworks.
11. building form frame frame construction method according to claim 10 is characterized in that: described connector, wherein be positioned at the connector of post topmost, the distance at its distance post top equals the thickness sum of depth of beam and template.
12. building form frame frame construction method according to claim 7, it is characterized in that: described setting up made the beam form framework, its method is: make two of beam at needs and make to set up between the pylon frame and make the beam form framework, according to the two first edge frameworks of cutting of the beeline between two posts and two second edge frameworks, wherein two first edge framework interior angles to internal frame between the connector of both parties in a lawsuit's post mold framework topmost, distance between two first edge framework inside casings equals the thickness sum of the width and the two boards mould of beam, according to the distance cutting connector between the two first corresponding snibs of edge framework, the connector by well cutting between the first edge framework links together; According to the required connector of depth of beam cutting, described two second edge framework interior angles outwards are installed in the top of the first edge framework and concordant with cylinder, beeline between two edge frameworks equals the distance between the above-mentioned two first edge framework inside casings, the connector by well cutting links together between the Dui Ying first edge framework and second edge up and down, and connector had both played connection to the second edge framework and also worked to support installation.
13. building form frame frame construction method according to claim 8 is characterized in that: reserve the position of setting a roof beam in place on described top of making the post mold framework and beam position adjacent, the height of the position of setting a roof beam in place is identical with width with the design depth of beam respectively with width.
14. building form frame frame construction method according to claim 7, it is characterized in that: described setting up made the horizontal plane mold framework, its method is to make two of horizontal plane at needs to make to set up between the beam form framework and make the horizontal plane mold framework, installation code supports framework between two " L " type supporting parts of making on two second relative between the beam form framework edge frameworks, outwards turnover on the position that two ends of standard support framework and " L " type supporting part side join, and the installation that is buckled between " L " the type supporting part and the second edge framework is sewed on.
15. building form frame frame construction method according to claim 7, it is characterized in that: described template is installed, its method is: the column template of making of well cutting is close to the inner side edge wall placement of making the post mold framework one by one, tighten with screw by the keyhole on the first edge framework and the connector then, make to make to form a closed framework in the post mold framework all around; The beam forms of making of well cutting is close to the interior two side walls and the inner bottom surface placement of making the beam form framework one by one, tighten with screw by the keyhole on the first edge framework, the second edge framework and the connector then, make and make the framework that forms three closures in the beam form framework; The flat formwork of making of well cutting is close on the last arm of angle of making the second edge connector on the mold framework of plane one by one, is tightened with screw by the keyhole on the second edge framework and the connector then and get final product.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100361956A CN100334312C (en) | 2005-07-29 | 2005-07-29 | Detachable building form component unit and construction method of building form frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100361956A CN100334312C (en) | 2005-07-29 | 2005-07-29 | Detachable building form component unit and construction method of building form frame |
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| Publication Number | Publication Date |
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| CN1718969A CN1718969A (en) | 2006-01-11 |
| CN100334312C true CN100334312C (en) | 2007-08-29 |
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| CNB2005100361956A Expired - Fee Related CN100334312C (en) | 2005-07-29 | 2005-07-29 | Detachable building form component unit and construction method of building form frame |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102400553B (en) * | 2010-09-13 | 2015-11-25 | 王亚运 | A kind of precision building formwork support system for reinforcing construction formwork and using method thereof |
| CN104481142B (en) * | 2014-12-22 | 2016-06-22 | 山东万鑫建设有限公司 | The construction method of the chain support system of coupled columns template synchronous |
| CN109262547B (en) * | 2018-12-13 | 2021-04-02 | 湖南易兴建筑有限公司 | Automatic die carrier disassembling and assembling equipment |
| CN111809748B (en) * | 2020-07-28 | 2022-03-15 | 西安建筑科技大学 | Low multilayer assembled beam column concatenation node |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3945601A (en) * | 1973-03-23 | 1976-03-23 | Rowley Edward C | Knock-down reusable column form |
| JPS6490365A (en) * | 1987-09-30 | 1989-04-06 | Tokyu Kensetsu Kk | Pillar retaining mold apparatus |
| JPH06101334A (en) * | 1992-09-17 | 1994-04-12 | Hokuei Kizai Kk | Concrete foam |
| JPH0882095A (en) * | 1994-09-10 | 1996-03-26 | Akira Kato | Form for sump pit |
| CN2386113Y (en) * | 1999-08-25 | 2000-07-05 | 赵成河 | Steel forming board |
| US20050086903A1 (en) * | 1999-11-23 | 2005-04-28 | Flathau Robert J. | Outside conversion corner for form work |
| CN2816214Y (en) * | 2005-07-29 | 2006-09-13 | 梁振成 | Detachable building module assembly |
-
2005
- 2005-07-29 CN CNB2005100361956A patent/CN100334312C/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3945601A (en) * | 1973-03-23 | 1976-03-23 | Rowley Edward C | Knock-down reusable column form |
| JPS6490365A (en) * | 1987-09-30 | 1989-04-06 | Tokyu Kensetsu Kk | Pillar retaining mold apparatus |
| JPH06101334A (en) * | 1992-09-17 | 1994-04-12 | Hokuei Kizai Kk | Concrete foam |
| JPH0882095A (en) * | 1994-09-10 | 1996-03-26 | Akira Kato | Form for sump pit |
| CN2386113Y (en) * | 1999-08-25 | 2000-07-05 | 赵成河 | Steel forming board |
| US20050086903A1 (en) * | 1999-11-23 | 2005-04-28 | Flathau Robert J. | Outside conversion corner for form work |
| CN2816214Y (en) * | 2005-07-29 | 2006-09-13 | 梁振成 | Detachable building module assembly |
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| CN1718969A (en) | 2006-01-11 |
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Granted publication date: 20070829 Termination date: 20110729 |