CN2816214Y - Detachable building module assembly - Google Patents
Detachable building module assembly Download PDFInfo
- Publication number
- CN2816214Y CN2816214Y CN 200520062100 CN200520062100U CN2816214Y CN 2816214 Y CN2816214 Y CN 2816214Y CN 200520062100 CN200520062100 CN 200520062100 CN 200520062100 U CN200520062100 U CN 200520062100U CN 2816214 Y CN2816214 Y CN 2816214Y
- Authority
- CN
- China
- Prior art keywords
- framework
- connector
- edge
- evenly
- uncertain
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a dismountable building module component which comprises a first marginal frame piece, a connecting piece and a second marginal frame piece, wherein the first marginal frame piece is an angle iron in a straight strip shape, and uncertain quantities of bolt holes are evenly arranged on the wall surfaces of two arms of angle of the angle iron; the connecting piece is an angle iron in a straight strip shape, and uncertain quantities of bolt holes are also evenly arranged on the connecting piece; the second marginal frame piece is an angle iron in a straight strip shape, wherein uncertain quantities of L-shaped bearing pieces are evenly and firmly arranged on the inner wall surface of one arm of angle in the same straight line, and uncertain quantities of bolt holes are evenly on the wall surface of the other arm of angle. The utility model can be used for various constructions of framework columns, framework girders and planars constructions.
Description
Technical field
The utility model relates to a kind of building membrane module, relates in particular to a kind of detachable building membrane module that is applied to beam, cylinder or beam body.
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.
The utility model content
The purpose of this utility model 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.
The purpose of this utility model is achieved by the following technical programs:
The detachable building membrane module is characterized in that: it comprises first edge framework and the connector, and the described first edge framework is the angle bar of vertical bar shape, evenly is provided with uncertain a plurality of keyhole on two arm of angle wall; Described connector is the angle bar of vertical bar shape, also evenly is provided with uncertain a plurality of keyhole on it.
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 uncertain a plurality of " L " shape supporting part on the same straight line of an arm of angle internal face, evenly be provided with uncertain a plurality of keyhole on its another arm of angle wall.
Evenly be provided with uncertain a plurality of jacking block on the described connector, the vertical distance that described jacking block protrudes in connector equals the thickness of connector material.
Evenly be provided with uncertain a plurality of bayonet socket on the edge of described connector, evenly be provided with uncertain a plurality of card on the arm of angle outer side surface of the described first edge framework simultaneously and fasten, evenly be provided with uncertain a plurality of card on the position beyond the internal face of framework supporting part place, described second edge arm of angle, the supporting part position and fasten; 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 uncertain 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.
Adopted the building form frame frame construction method of above-mentioned building membrane module, 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 uncertain 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, uncertain 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 utlity model 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 utility model 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 utility model is specifically described.
Embodiment 1:
As Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and shown in Figure 6, comprise in the utility model 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 uncertain a plurality of keyhole 4 on two arm of angle wall; Connector 2 is the angle bar of vertical bar shape, also evenly is provided with uncertain a plurality of keyhole 5 on it; The second edge framework 3 is the angle bar of vertical bar shape, wherein evenly firmly is provided with uncertain a plurality of " L " shape supporting part 6 on the same straight line of an arm of angle internal face, evenly is provided with uncertain a plurality of keyhole 7 on its another arm of angle wall; Evenly be provided with uncertain a plurality of bayonet socket 8 on the edge of connector 2, evenly being provided with simultaneously uncertain a plurality of card on the arm of angle outer side surface of the first edge framework fastens and evenly is provided with uncertain a plurality of card on the position beyond the internal face of 9, the second edge framework supporting part 6 place arms of angle, supporting part 6 positions and fastens 10; 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 uncertain manyly to otch on the connector marginal position beyond its bayonet socket position, every pair of otch slightly outwards turns down, form jacking block 11, the maximum normal distance that jacking block 11 protrudes 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 shown in Figure 1, 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 2.
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 or 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/or 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 utility model is not limited to above preferred embodiment, so long as the technical scheme that this manual utility model content part is mentioned all can be implemented.
Claims (6)
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 uncertain a plurality of keyhole on two arm of angle wall; Described connector is the angle bar of vertical bar shape, also evenly is provided with uncertain a plurality of keyhole on it.
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 uncertain a plurality of " L " shape supporting part on the same straight line of an arm of angle internal face, evenly be provided with uncertain a plurality of keyhole on its another arm of angle wall.
3. detachable building membrane module according to claim 1 is characterized in that: evenly be provided with uncertain a plurality of jacking block on the described connector, the vertical distance that described jacking block protrudes in connector equals the thickness of connector material.
4. according to claim 1 or 3 described detachable building membrane modules, it is characterized in that: evenly be provided with uncertain a plurality of bayonet socket on the edge of described connector, evenly be provided with uncertain a plurality of card on the arm of angle outer side surface of the described first edge framework simultaneously and fasten, evenly be provided with uncertain a plurality of card on the position beyond the internal face of framework supporting part place, described second edge arm of angle, the supporting part position and fasten; 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 4, it is characterized in that: described connector, evenly have uncertain 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520062100 CN2816214Y (en) | 2005-07-29 | 2005-07-29 | Detachable building module assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520062100 CN2816214Y (en) | 2005-07-29 | 2005-07-29 | Detachable building module assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2816214Y true CN2816214Y (en) | 2006-09-13 |
Family
ID=36996018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520062100 Expired - Lifetime CN2816214Y (en) | 2005-07-29 | 2005-07-29 | Detachable building module assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2816214Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100334312C (en) * | 2005-07-29 | 2007-08-29 | 梁振成 | Detachable building form component unit and construction method of building form frame |
| CN103953189A (en) * | 2014-04-02 | 2014-07-30 | 杨众 | Overlapped type floor slab template supporting frame |
-
2005
- 2005-07-29 CN CN 200520062100 patent/CN2816214Y/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100334312C (en) * | 2005-07-29 | 2007-08-29 | 梁振成 | Detachable building form component unit and construction method of building form frame |
| CN103953189A (en) * | 2014-04-02 | 2014-07-30 | 杨众 | Overlapped type floor slab template supporting frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2773156Y (en) | Integrated template of cast-in-situs concrete barrier for bridge | |
| CN201144520Y (en) | Combined door opening formwork | |
| CN1718969A (en) | Detachable building form component unit and construction method of building form frame | |
| CN2816214Y (en) | Detachable building module assembly | |
| CN209975736U (en) | Lap joint assembly type energy-saving building | |
| CN212453627U (en) | Corner reinforcement for construction of column formwork | |
| CN118007829A (en) | Structural steel anti-seismic unit at structural conversion layer and mounting method | |
| CN214144707U (en) | A template anchor clamps for pouring column base | |
| CN1891953A (en) | Plastic shuttering for building engineering poured door-window frame | |
| CN201148736Y (en) | Combined window hole molding board | |
| CN111809868A (en) | Corner reinforcement for constructing column formwork and formwork reinforcement method | |
| CN2801961Y (en) | Assembly wood plastic composite building forming board | |
| CN2612743Y (en) | Combined type steel skeleton system | |
| CN2903251Y (en) | Steel bamboo shuttering | |
| CN1718968A (en) | Plastic form for pouring door and window frame in construction engineering | |
| CN113404286A (en) | Aluminum alloy template and wood template combined structure and construction method | |
| CN113787587A (en) | Integral stair pouring mold and stair pouring construction method | |
| CN2841793Y (en) | Multi-storey movable dwellings | |
| CN219604566U (en) | Fixing device for concrete steel structure connecting plate | |
| CN112627511B (en) | Adjustable template clamp for pouring box type column base and using method thereof | |
| CN2878586Y (en) | Vertical and horizontal combination template for buildings | |
| CN216380569U (en) | Indoor non-standard layer vertical wall column aluminum-wood template assembling structure | |
| CN2675775Y (en) | light steel wooden form without wale | |
| CN204781366U (en) | Basis post connection structure | |
| CN217680504U (en) | Bathroom balcony subsides template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Effective date of abandoning: 20050729 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |