CN203701332U - Snapped connected external wall supporting mechanism - Google Patents
Snapped connected external wall supporting mechanism Download PDFInfo
- Publication number
- CN203701332U CN203701332U CN201420083607.6U CN201420083607U CN203701332U CN 203701332 U CN203701332 U CN 203701332U CN 201420083607 U CN201420083607 U CN 201420083607U CN 203701332 U CN203701332 U CN 203701332U
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- suspension member
- shaped
- anchoring piece
- plate
- wall supporting
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Abstract
The utility model relates to a wall connection supporting mechanism and discloses a snapped connected external wall supporting mechanism to solve the problem that external walls are needed to be supported, and thermal insulation and elevation effects of sandwich walls are needed to be guaranteed in the prior art. The supporting mechanism comprises an external wall supporting profile steel, an anchoring part, a hanging part and at least two snapping components. The hanging part and the anchoring part which are vertical plates are arranged oppositely and are movably connected through at least two snapping components, and the outer side plate of the hanging part is fixedly connected with the external wall supporting profile steel. The supporting mechanism is used for connecting and supporting external walls of sandwich walls.
Description
Technical field
The utility model relates to a kind of wall connecting supporting device.
Background technology
Existing for northern China, especially the thermal-insulation masonry wall sandwich wall in northeast is mainly made up of internal lobe wall, insulation layer and siphonal lobe wall.Internal lobe wall plays load-bearing effect, adopts the whole wall that waters of block masonry, and middle insulation layer adopts polystyrene foam plastics (EPS) to make, and siphonal lobe wall is self-supporting body of wall, and adopting material is the building block of the thick concrete small size hollow decorative of 90mm.In existing sandwich wall structure, cantilevered plate by the 100mm that encorbelmented by internal lobe wall collar tie beam carrys out support siphonal lobe wall, collar tie beam cantilevered plate position is formed around the strip-type cold bridge of building girth, and insulation layer forms one " fault zone ", causes the heat insulation effect of body of wall greatly to reduce.The processing mode adopting is at present the insulation layer that is not less than 20mm in the external surface setting of encorbelmenting, and be not less than the benzene plate of 50mm at siphonal lobe porthole hole place filling thickness, but this method job site implementation result is very poor, be not inconsistent with ideal hypothesis that (desirable hypothesis is the insulation layer that is not less than 20mm in the setting of cantilevered plate external surface, and be not less than the benzene plate of 50mm at siphonal lobe porthole hole place filling thickness, reach and there is no cold bridge, insulation layer does not interrupt, can firmly be placed on needed position), and exist part to encorbelment, affect facade effect.Need to seek new method supports siphonal lobe wall and guarantees its insulation and facade effect.
Utility model content
The purpose of this utility model is to provide the siphonal lobe wall supporting device that a kind of fastening type connects, and needs to support siphonal lobe wall and guarantees that sandwich wall is incubated and the problem of facade effect to solve in prior art.
The utility model is to address the above problem the technical scheme of taking to be: the siphonal lobe wall supporting device that described fastening type of the present utility model connects comprises siphonal lobe wall supporting shaped steel, anchoring piece, suspension member and at least two buckling components, suspension member and anchoring piece are oppositely arranged and are the flat board of vertical setting, between suspension member and anchoring piece, be flexibly connected by least two buckling components, the outer panel face of suspension member is fixedly connected with siphonal lobe wall supporting shaped steel.
The utility model compared with prior art has following beneficial effect: the siphonal lobe wall supporting device that fastening type of the present utility model connects has solved the problem that needs to support siphonal lobe wall in prior art and guarantee sandwich wall insulation and facade effect, the siphonal lobe wall supporting device that adopts fastening type of the present utility model to connect only need be offered a square hole suspension member and anchoring piece are passed in the insulation layer of sandwich wall, just can realize the supporting to siphonal lobe wall, cancel on the one hand encorbelmenting of collar tie beam, save use material, thereby reduce construction cost, effectively guarantee on the other hand the heat insulation effect of insulation layer, and siphonal lobe wall supporting shaped steel has effectively guaranteed the facade effect of sandwich wall.Use after the siphonal lobe wall supporting device of a kind of fastening type connection of the present utility model, collar tie beam cold bridge use amount reduces 70% relatively, and the use amount of collar tie beam reduces 18% relatively.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model, and Fig. 2 is anchoring piece axonometric drawing of the present utility model, and Fig. 3 is the axonometric drawing of suspension member, and Fig. 4 is the front view of suspension member.
The specific embodiment
The specific embodiment one: illustrate in conjunction with Fig. 1 to Fig. 4, the siphonal lobe wall supporting device that the described fastening type of present embodiment connects comprises siphonal lobe wall supporting shaped steel 3, anchoring piece 1, suspension member 2 and at least two buckling components 4, suspension member 2 and anchoring piece 1 are oppositely arranged and are the flat board of vertical setting, between suspension member 2 and anchoring piece 1, be flexibly connected by least two buckling components 4, the outer panel face of suspension member 2 is fixedly connected with siphonal lobe wall supporting shaped steel 3.
The specific embodiment two: illustrate in conjunction with Fig. 1 to Fig. 4, the siphonal lobe wall supporting shaped steel 3 of present embodiment is L shaped shaped steel, the riser lateral surface Joint of the described outer panel face of suspension member 2 and L shaped shaped steel.Meet the design instructions for use that connects supporting siphonal lobe wall.In present embodiment, undocumented technical characterictic is identical with the specific embodiment one.
The specific embodiment three: illustrate in conjunction with Fig. 1 to Fig. 4, each buckling component 4 of present embodiment comprises suspension member L shaped plate 4-1 and anchoring piece L shaped plate 4-2, suspension member L shaped plate 4-1 is arranged at the top of anchoring piece L shaped plate 4-2, the outer face of the level board of suspension member L shaped plate 4-1 is fixed on the interior plate face of suspension member 2, the outer face of the level board of anchoring piece L shaped plate 4-2 is fixed on the interior plate face of anchoring piece 1, the outer face of the vertical plate of suspension member L shaped plate 4-1 is posted by the upper surface of the level board of anchoring piece L shaped plate 4-2, the outer face of anchoring piece L shaped plate 4-2 vertical plate is posted by the soffit of suspension member L shaped plate 4-1 level board.Simple in structure, connect quick and conveniently, meet and between anchoring piece 1 and suspension member 2, be connected and stressed design and use requirement.In present embodiment, undocumented technical characterictic is identical with the specific embodiment one or two.
The specific embodiment four: illustrate in conjunction with Fig. 1 to Fig. 4, be provided with location reinforcing rib 3-1 between two steel plates of the L shaped shaped steel of present embodiment.Location reinforcing rib 3-1 is for fixing siphonal lobe wall, and increases the intensity of siphonal lobe wall supporting shaped steel, and location reinforcing rib 3-1 is while preventing L shaped shaped steel supporting siphonal lobe wall, siphonal lobe wall generation sidesway.In present embodiment, undocumented technical characterictic is identical with the specific embodiment two.
The specific embodiment five: illustrate in conjunction with Fig. 1 to Fig. 4, be vertically provided with collar tie beam calibration plate 1-3 between two anchoring piece L shaped plate 4-2 of present embodiment, collar tie beam calibration plate 1-3 is vertical with anchoring piece 1 affixed.Accurately fixing requirement while meeting anchoring piece installation.In present embodiment, undocumented technical characterictic is identical with the specific embodiment three.
The specific embodiment six: illustrate in conjunction with Fig. 1 to Fig. 4, between the vertical plate of the suspension member L shaped plate 4-1 of any one buckling component at least two buckling components 4 of present embodiment and suspension member 2 interior plate faces, be provided with suspension member positioning bar 2-2, on the vertical plate of the anchoring piece L shaped plate 4-2 being interlocked with described suspension member L shaped plate 2-1, offer locating slot 1-2, suspension member positioning bar 2-2 matches with locating slot 1-2.Prevent suspension member 2 and anchoring piece 1 relative sliding, meet instructions for use.In present embodiment, undocumented technical characterictic is identical with the specific embodiment three.
Operating principle
First in the stencil sidewalls of casting collar tie beam, offer groove, anchoring piece is installed on groove, carry out the casting of collar tie beam, collar tie beam is affixed by buckling component and anchoring piece by suspension member after having cast, and be arranged in insulation layer, siphonal lobe wall supporting shaped steel and suspension member Joint, and siphonal lobe wall supporting shaped steel is embedded in to siphonal lobe within the walls.
Claims (6)
1. the siphonal lobe wall supporting device that fastening type connects, it is characterized in that: the siphonal lobe wall supporting device that described fastening type connects comprises siphonal lobe wall supporting shaped steel (3), anchoring piece (1), suspension member (2) and at least two buckling components (4), suspension member (2) and anchoring piece (1) are oppositely arranged and are the flat board of vertical setting, between suspension member (2) and anchoring piece (1), be flexibly connected by least two buckling components (4), the outer panel face of suspension member (2) is fixedly connected with siphonal lobe wall supporting shaped steel (3).
2. the siphonal lobe wall supporting device that fastening type according to claim 1 connects, is characterized in that: siphonal lobe wall supporting shaped steel (3) is L shaped shaped steel, the riser lateral surface Joint of the described outer panel face of suspension member (2) and L shaped shaped steel.
3. the siphonal lobe wall supporting device that fastening type according to claim 1 and 2 connects, it is characterized in that: each buckling component (4) comprises suspension member L shaped plate (4-1) and anchoring piece L shaped plate (4-2), suspension member L shaped plate (4-1) is arranged at the top of anchoring piece L shaped plate (4-2), the outer face of the level board of suspension member L shaped plate (4-1) is fixed on the interior plate face of suspension member (2), the outer face of the level board of anchoring piece L shaped plate (4-2) is fixed on the interior plate face of anchoring piece (1), the outer face of the vertical plate of suspension member L shaped plate (4-1) is posted by the upper surface of the level board of anchoring piece L shaped plate (4-2), the outer face of anchoring piece L shaped plate (4-2) vertical plate is posted by the soffit of suspension member L shaped plate (4-1) level board.
4. the siphonal lobe wall supporting device that fastening type according to claim 2 connects, is characterized in that: between two steel plates of L shaped shaped steel, be provided with location reinforcing rib (3-1).
5. the siphonal lobe wall supporting device that fastening type according to claim 3 connects, is characterized in that: between two anchoring piece L shaped plates (4-2), be vertically provided with collar tie beam calibration plate (1-3), collar tie beam calibration plate (1-3) is vertical affixed with anchoring piece (1).
6. the siphonal lobe wall supporting device that fastening type according to claim 3 connects, it is characterized in that: between the vertical plate of the suspension member L shaped plate (4-1) of any one buckling component at least two buckling components (4) and suspension member (2) interior plate face, be provided with suspension member positioning bar (2-2), on the vertical plate of the anchoring piece L shaped plate (4-2) being interlocked with described suspension member L shaped plate (2-1), offer locating slot (1-2), suspension member positioning bar (2-2) matches with locating slot (1-2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420083607.6U CN203701332U (en) | 2014-02-26 | 2014-02-26 | Snapped connected external wall supporting mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420083607.6U CN203701332U (en) | 2014-02-26 | 2014-02-26 | Snapped connected external wall supporting mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203701332U true CN203701332U (en) | 2014-07-09 |
Family
ID=51051788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420083607.6U Expired - Fee Related CN203701332U (en) | 2014-02-26 | 2014-02-26 | Snapped connected external wall supporting mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203701332U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962693A (en) * | 2020-07-27 | 2020-11-20 | 北方工程设计研究院有限公司 | Support for built-in composite heat insulation wall system and node structure thereof |
-
2014
- 2014-02-26 CN CN201420083607.6U patent/CN203701332U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962693A (en) * | 2020-07-27 | 2020-11-20 | 北方工程设计研究院有限公司 | Support for built-in composite heat insulation wall system and node structure thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140709 Termination date: 20150226 |
|
| EXPY | Termination of patent right or utility model |