CN201053204Y - Building template composite supporting structure - Google Patents
Building template composite supporting structure Download PDFInfo
- Publication number
- CN201053204Y CN201053204Y CNU2007201519694U CN200720151969U CN201053204Y CN 201053204 Y CN201053204 Y CN 201053204Y CN U2007201519694 U CNU2007201519694 U CN U2007201519694U CN 200720151969 U CN200720151969 U CN 200720151969U CN 201053204 Y CN201053204 Y CN 201053204Y
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- CN
- China
- Prior art keywords
- girder
- steel
- braced structures
- support bar
- auxiliary girder
- 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 - Fee Related
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Abstract
The utility model relates to a building template combined support structure mainly comprising a girder, a secondary beam and a knighthead; the utility model is characterized in that: the girder consists of a fixed girder made of ji font steel and a telescopic girder which can be inserted to the fixed girder and is made of steel with square section; the lower edges of two sides of the fixed girder are provided with wing grooves; a sliding sleeve chuck is arranged on the telescopic girder and made of a section of ji font steel of the fixed girder; the underside of the sleeve chuck is provided with a soleplate; two sides of one end of the sleeve chuck are provided with a fixed groove; the secondary beam is made of long strip steel and is vertically built between two girders; the knighthead consists of two steel tubes which are adjustable in length and are spliced together; the knighthead is vertically supported on the lower part of the girder. The utility model is suitable for supporting the building template and is characterized in novel structure, easy manufacturing, convenient use, flexible adjustment, repeat use, and mass timber saving performance.
Description
Technical field
The utility model belongs to the equipment that a kind of building operations is used, and concrete is a kind of braced structures that is used for support shuttering, particularly is convenient to dismounting, knockdown braced structures.
Background technology
At present, the support of construction formwork in the building operations, great majority are to use timber, need the quantity of timber very big, and wherein most timber can only disposablely use, and cause the waste of a large amount of timber.And the effort of when installation and removal, extremely taking a lot of work.Now, some have also occurred and used the braced structures that is repeatedly used of steel, but its structure is comparatively fixing, uses underaction.Therefore, the needs proposition is a kind of not only can be repeatedly used, and changes flexibly, and compliance is strong, the construction formwork braced structures of easy installation and removal.
The utility model content
The purpose of this utility model is for addressing the above problem, propose a kind of construction formwork integral supporting structure, and this structure is used shape steel, novel structure, and easy for installation, controllability is strong, uses flexibly, saves timber.
The purpose of this utility model is achieved through the following technical solutions: a kind of construction formwork integral supporting structure, mainly comprise girder, auxiliary girder and support bar, it is characterized in that: the fixedly girder that described girder is made by a few font steel and can insert the flexible girder that the steel of the square-section in the fixing girder make and form, there is the wing groove lower edge, two sides of described fixedly girder, in the bottom surface of this girder, fixedly install a transverse slat every 30-40cm; On described flexible girder, be provided with the cutting ferrule that can slide, this cutting ferrule by one section fixedly a few font steel of girder make, be provided with a base plate below it, be provided with holddown groove in end both sides of this cutting ferrule; Described auxiliary girder is to be made by strip material steel, and this auxiliary girder vertically rides between two girders; Described support bar is made up of steel pipe, and vertical support is below described girder.
The utility model further improves and the additional project of enforcement is:
Described auxiliary girder is to make by falling a few font steel, and its upper edge, two sides is provided with wing limit, is provided with the junction plate that vertical fixing connects at the two ends of auxiliary girder, and this junction plate forms a convex edge in the termination of auxiliary girder.
Be filled with timber or artificial board in the intermediate groove of described auxiliary girder.
The bottom surface of described auxiliary girder is provided with tongue, in order to increase the intensity of auxiliary girder.
The junction plate at described auxiliary girder two ends is provided with a perpendicular nib and the lateral flap that is connected the lower edge, and it is firm that major and minor beam is connected.
The last plane of described fixedly girder is provided with groove, all establishes groove on the last plane of flexible girder and the two sides, in order to increase the intensity of girder.
Described support bar is made up of two steel pipes, wherein one can be inserted in another root pipe, thin slightly steel pipe is provided with screw thread at link, and be provided with a nut, be provided with several open-works two steel pipe superposition section, the open-work that passes two pipes by described nut and fixed bar is fixed together two steel pipes.
All be provided with the bowl of buckleing of a pair of fixed lateral support bar on two steel pipes of described support bar.
The utility model is owing to be provided with fixedly girder and flexible girder, but makes the length flexible modulation of girder, the template of adaptation different size; Flexible girder is provided with cutting ferrule, on any position on the girder auxiliary girder can be set like this, and is very convenient to use; The position of placement auxiliary girder is spared on girder a few font draw-in grooves, on the cutting ferrule of flexible girder, also establish draw-in groove, on the termination of auxiliary girder, be provided with junction plate, make auxiliary girder very firm with being connected of girder, be not easy landing, fully ensured the safety of construction and the quality of construction; In the groove of auxiliary girder, be filled with timber, increased the toughness fastness of braced structures, have the advantage of wooden construction, and the timber of filling can prolonged and repeatedly use.Set support bar is convenient regulates height, and can utilize traditional transverse support bar to do cross binding.The advantage that the utlity model has novel structure, use flexibly, easy accessibility, compliance are strong, can save a large amount of timber.
Description of drawings
Fig. 1 is an overall structure schematic diagram of the present utility model;
Fig. 2 is fixedly girder and a flexible girder junction sectional view of the utility model;
Fig. 3 is the termination sectional view of cutting ferrule on the flexible girder of the utility model;
Fig. 4 is the utility model auxiliary girder sectional view;
Fig. 5 is the structural representation of the brace of auxiliary girder termination;
Fig. 6 is fixedly girder, flexible girder and auxiliary girder syndeton schematic diagram;
Fig. 7 is the structural representation of support bar of the present utility model;
Fig. 8 is the utility model support bar and girder syndeton schematic diagram.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described: embodiment: referring to accompanying drawing, the construction formwork integral supporting structure, mainly comprise girder, auxiliary girder and support bar, the fixedly girder 1 that described girder is made by a few font steel and can insert the flexible girder 2 that the steel of the square-section in the fixing girder make and form, there is wing groove 1.1 lower edge, two sides of described fixedly girder, in the bottom surface of this girder, fixedly install a transverse slat 9 every 30cm; The last plane of described fixedly girder is provided with groove 6, all establish groove 7 on the last plane of flexible girder and the two sides, on described flexible girder, be provided with the cutting ferrule 4 that can slide, this cutting ferrule by one section fixedly a few font steel of girder make, be provided with a base plate 4.2 below it, be provided with holddown groove 4.1 in end both sides of this cutting ferrule; Described auxiliary girder is to make by falling a few font steel, and its upper edge, two sides is provided with wing limit 3.1, is provided with the junction plate 5 that vertical fixing connects at the two ends of auxiliary girder, and this junction plate is provided with a perpendicular nib 5.1 and the lateral flap 5.2 that is connected the lower edge.Be filled with timber 3.2 in the intermediate groove of auxiliary girder.The bottom surface of auxiliary girder is provided with tongue 8.This auxiliary girder vertically rides between two girders by junction plate; Described support bar 8 is made up of two steel pipes 8.1,8.2, wherein one can be inserted in another root pipe, thin slightly steel pipe is provided with screw thread 8.3 at link, and be provided with a nut 8.4, be provided with several open-works 8.5 two steel pipe superposition section, the open-work that passes two pipes by described nut and fixed bar 8.6 is fixed together two steel pipes, and what all be provided with a pair of fixed lateral support bar 9 on two steel pipes of support bar buckles bowl 8.7.This support bar vertical support is below girder.
Claims (8)
1. construction formwork integral supporting structure, mainly comprise girder, auxiliary girder and support bar, it is characterized in that: the fixedly girder (1) that described girder is made by a few font steel and can insert the flexible girder (2) that the steel of the square-section in the fixing girder make and form, there is wing groove (1.1) lower edge, two sides of described fixedly girder, in the bottom surface of this girder, fixedly install a transverse slat (9) every 30-40cm; On described flexible girder, be provided with the cutting ferrule (4) that can slide, this cutting ferrule by one section fixedly a few font steel of girder make, be provided with a base plate (4.2) below it, be provided with holddown groove (4.1) in end both sides of this cutting ferrule; Described auxiliary girder (3) is to be made by strip material steel, and this auxiliary girder vertically rides between two girders; Described support bar is made of steel pipe, and vertical support is below described girder.
2. braced structures according to claim 1, it is characterized in that: described auxiliary girder is to make by falling a few font steel, its upper edge, two sides is provided with wing limit (3.1), be provided with the junction plate (5) that vertical fixing connects at the two ends of auxiliary girder, this junction plate forms a convex edge (5.1,5.2) in the termination of auxiliary girder.
3. braced structures according to claim 2 is characterized in that: be filled with timber or artificial board (3.2) in the intermediate groove of described auxiliary girder.
4. braced structures according to claim 2 is characterized in that: the bottom surface of described auxiliary girder is provided with tongue (8).
5. braced structures according to claim 2 is characterized in that: the junction plate at described auxiliary girder two ends is provided with a perpendicular nib (5.1) and the lateral flap that is connected the lower edge (5.2).
6. braced structures according to claim 1 is characterized in that: the last plane of described fixedly girder is provided with groove (6), all establishes groove (7) on the last plane of flexible girder and the two sides.
7. braced structures according to claim 1, it is characterized in that: described support bar (8) is made up of two steel pipes (8.1,8.2), wherein one can be inserted in another root pipe, thin slightly steel pipe is provided with screw thread (8.3) at link, and be provided with a nut (8.4), be provided with several open-works (8.5) two steel pipe superposition section, the open-work that passes two pipes by a described nut and a fixed bar (8.6) is fixed together two steel pipes.
8. according to the described braced structures of claim 7, it is characterized in that: what all be provided with a pair of fixed lateral support bar on two steel pipes of described support bar buckles bowl (8.7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201519694U CN201053204Y (en) | 2007-06-19 | 2007-06-19 | Building template composite supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201519694U CN201053204Y (en) | 2007-06-19 | 2007-06-19 | Building template composite supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201053204Y true CN201053204Y (en) | 2008-04-30 |
Family
ID=39392869
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201519694U Expired - Fee Related CN201053204Y (en) | 2007-06-19 | 2007-06-19 | Building template composite supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201053204Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046952A (en) * | 2013-01-08 | 2013-04-17 | 嘉善三方电力器材有限公司 | Lateral escaping platform support beam made of composite |
| CN105421760A (en) * | 2015-12-31 | 2016-03-23 | 云南大力神金属构件有限公司 | Supporting joist for building |
| CN108723674A (en) * | 2018-06-29 | 2018-11-02 | 江西鼎城铝模科技有限公司 | Aluminum alloy pattern plate early dismantling head locator |
| CN110259112A (en) * | 2019-07-10 | 2019-09-20 | 吴士传 | The fast inserting combined type of locating rod supports by force cross beam waffle plate |
| CN113000916A (en) * | 2021-04-22 | 2021-06-22 | 哈尔滨金英建材有限公司 | Building supporting template and processing system and processing method thereof |
-
2007
- 2007-06-19 CN CNU2007201519694U patent/CN201053204Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046952A (en) * | 2013-01-08 | 2013-04-17 | 嘉善三方电力器材有限公司 | Lateral escaping platform support beam made of composite |
| CN105421760A (en) * | 2015-12-31 | 2016-03-23 | 云南大力神金属构件有限公司 | Supporting joist for building |
| CN108723674A (en) * | 2018-06-29 | 2018-11-02 | 江西鼎城铝模科技有限公司 | Aluminum alloy pattern plate early dismantling head locator |
| CN108723674B (en) * | 2018-06-29 | 2023-11-28 | 江西鼎城铝模科技有限公司 | Early-dismantling head positioner for aluminum template |
| CN110259112A (en) * | 2019-07-10 | 2019-09-20 | 吴士传 | The fast inserting combined type of locating rod supports by force cross beam waffle plate |
| CN110259112B (en) * | 2019-07-10 | 2024-03-29 | 吴士传 | Positioning rod quick-insertion combined type strong-support well-shaped Liang Huafu plate |
| CN113000916A (en) * | 2021-04-22 | 2021-06-22 | 哈尔滨金英建材有限公司 | Building supporting template and processing system and processing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080430 Termination date: 20130619 |