CN204126120U - A kind of building iron structure spandrel girder - Google Patents
A kind of building iron structure spandrel girder Download PDFInfo
- Publication number
- CN204126120U CN204126120U CN201420451016.XU CN201420451016U CN204126120U CN 204126120 U CN204126120 U CN 204126120U CN 201420451016 U CN201420451016 U CN 201420451016U CN 204126120 U CN204126120 U CN 204126120U
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- CN
- China
- Prior art keywords
- slot
- plate
- load
- spandrel girder
- bearing riser
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- 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.)
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Abstract
The utility model discloses a kind of building iron structure spandrel girder, comprise the spandrel girder be made up of the back-up block of more than a piece, every block back-up block includes a load-bearing riser and is positioned at the support panel of load-bearing riser upper and lower side, described load-bearing riser is laterally provided with the first slot, described first slot is rectangle shape, just the first plate is provided with to the other end load-bearing riser of the first slot, the upper surface of described first plate is run through from top to bottom and is provided with one second slot, the positive upper end of load-bearing riser of described first slot is provided with the 3rd slot, described 3rd slot communicates with the first slot, one second plate is provided with from top to bottom in described 3rd slot, the lower end of described second plate is arranged in the first slot, the rear end of described second plate arranges a clamp, a draw-in groove is formed between described clamp and the second plate, the utility model structure is simple, and by the back-up block composition spandrel girder of more than a piece, its length can regulate according to actual needs, and without the need to cutting, and integral rigidity is good, can not produce distortion.
Description
Technical field
The utility model relates to a kind of building iron structure spandrel girder.
Background technology
Need in building to use spandrel girder, for supporting the weight on whole roof.Existing spandrel girder, the steel constructed beam of mostly wooden with some or integral type, because timber beam is easily aging, application life is not long, therefore gradually replace by steel constructed beam, but existing integral type steel constructed beam, owing to being the design of integral type, and during building, its length is determined by house, therefore need to cut spandrel girder, or spandrel girder length is inadequate, pairing trouble, but spandrel girder is owing to being steel design, cutting is comparatively required great effort, and considerably increases manpower and material resources.
Summary of the invention
It is simple that technical problem to be solved in the utility model is to provide a kind of structure, and by the back-up block composition spandrel girder of more than a piece, its length can regulate according to actual needs, and without the need to cutting, and integral rigidity is good, can not produce the building iron structure spandrel girder of distortion.
The utility model is achieved through the following technical solutions: a kind of building iron structure spandrel girder, comprise the spandrel girder be made up of the back-up block of more than a piece, every block back-up block includes a load-bearing riser and is positioned at the support panel of load-bearing riser upper and lower side, described load-bearing riser is laterally provided with the first slot, described first slot is rectangle shape, just the first plate is provided with to the other end load-bearing riser of the first slot, the upper surface of described first plate is run through from top to bottom and is provided with one second slot, the positive upper end of load-bearing riser of described first slot is provided with the 3rd slot, described 3rd slot communicates with the first slot, one second plate is provided with from top to bottom in described 3rd slot, the lower end of described second plate is arranged in the first slot, the rear end of described second plate arranges a clamp, a draw-in groove is formed between described clamp and the second plate, the width of this draw-in groove equals the thickness between the 3rd slot and load-bearing riser rear end face, the bottom surface of the second plate and the inner bottom surface of the first slot offset.
As preferred technical scheme, described back-up block, the first plate and the second plate are made by single solid steel structural meterials.
As preferred technical scheme, the width of described first plate equals the width of the first slot, and the width of described second plate equals the width of the second slot, and the width of the 3rd slot is greater than the width of the second plate.
As preferred technical scheme, the upper end of described support panel arranges a reinforcement gusset, and the upper surface of this reinforcement gusset is concordant with the upper surface of the second plate, and described reinforcement gusset is fixedly connected with the support panel of upper end by welding.
As preferred technical scheme, described back-up block is in " C " font.
As preferred technical scheme, the rear end face of described clamp arranges two screw holes, is provided with lock screw in screw hole, and lock screw is locked with load-bearing riser rear end and is connected.
The beneficial effects of the utility model are: the utility model structure is simple, and by the back-up block composition spandrel girder of more than a piece, its length can regulate according to actual needs, and without the need to cutting, and integral rigidity is good, can not produce distortion.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the utility model spandrel girder;
Fig. 2 is the rear elevation of the utility model second plate;
Fig. 3 is the overall structure schematic diagram of assembling rear load-bearing beam.
Detailed description of the invention
?all features disclosed in this manual, or the step in disclosed all methods or process, except mutually exclusive feature and/or step, all can combine by any way.
Arbitrary feature disclosed in this manual (comprising any accessory claim, summary and accompanying drawing), unless specifically stated otherwise, all can be replaced by other equivalences or the alternative features with similar object.That is, unless specifically stated otherwise, each feature is an example in a series of equivalence or similar characteristics.
As Fig. 1, shown in Fig. 2 and Fig. 3, a kind of building iron structure spandrel girder, comprise the spandrel girder be made up of the back-up block of more than a piece, every block back-up block includes a load-bearing riser 9 and is positioned at the support panel 10 of load-bearing riser 9 upper and lower side, described load-bearing riser 9 is laterally provided with the first slot 8, described first slot 8 is rectangle shape, just the first plate 1 is provided with to the other end load-bearing riser 9 of the first slot 8, the upper surface of described first plate 1 is run through from top to bottom and is provided with one second slot 2, the positive upper end of load-bearing riser 9 of described first slot 8 is provided with the 3rd slot 7, described 3rd slot 7 and the first slot phase 8 are led to, one second plate 4 is provided with from top to bottom in described 3rd slot 7, the lower end of described second plate 4 is arranged in the first slot 8, the rear end of described second plate 4 arranges a clamp 6, a draw-in groove 5 is formed between described clamp 6 and the second plate 4, the width of this draw-in groove 5 equals the thickness between the 3rd slot 7 and load-bearing riser 9 rear end face, the bottom surface of the second plate 4 and the inner bottom surface of the first slot 8 offset.
As preferred embodiment, back-up block, the first plate 1 and the second plate 4 are made by single solid steel structural meterials.
As preferred embodiment, the width of the first plate equals the width of the first slot, and the width of described second plate equals the width of the second slot, and the width of the 3rd slot is greater than the width of the second plate.
As preferred embodiment, the upper end of support panel 10 arranges a reinforcement gusset 3, and the upper surface of this reinforcement gusset 3 is concordant with the upper surface of the second plate, and described reinforcement gusset 3 is fixedly connected with the support panel 10 of upper end by welding.
As preferred embodiment, back-up block is in " C " font.
As preferred embodiment, the rear end face of clamp 6 arranges two screw holes, is provided with lock screw 11 in screw hole, and lock screw is locked with load-bearing riser rear end and is connected.
During installation, first plate is inserted in the first slot of another block back-up block, then the second plate is inserted in the 3rd slot of load-bearing riser, realize being fixedly connected with of two pieces of back-up blocks, second plate clamps between draw-in groove and load-bearing riser after being inserted into the 3rd slot, then by two lock-screw lockings, the length assembling carrying out spandrel girder by that analogy, easy to adjust.
The beneficial effects of the utility model are: the utility model structure is simple, and by the back-up block composition spandrel girder of more than a piece, its length can regulate according to actual needs, and without the need to cutting, and integral rigidity is good, can not produce distortion.
The beneficial effects of the utility model are: the above; be only detailed description of the invention of the present utility model; but protection domain of the present utility model is not limited thereto, any change of expecting without creative work or replacement, all should be encompassed within protection domain of the present utility model.Therefore, the protection domain that protection domain of the present utility model should limit with claims is as the criterion.
Claims (6)
1. a building iron structure spandrel girder, it is characterized in that: comprise the spandrel girder be made up of the back-up block of more than a piece, every block back-up block includes a load-bearing riser and is positioned at the support panel of load-bearing riser upper and lower side, described load-bearing riser is laterally provided with the first slot, described first slot is rectangle shape, just the first plate is provided with to the other end load-bearing riser of the first slot, the upper surface of described first plate is run through from top to bottom and is provided with one second slot, the positive upper end of load-bearing riser of described first slot is provided with the 3rd slot, described 3rd slot communicates with the first slot, one second plate is provided with from top to bottom in described 3rd slot, the lower end of described second plate is arranged in the first slot, the rear end of described second plate arranges a clamp, a draw-in groove is formed between described clamp and the second plate, the width of this draw-in groove equals the thickness between the 3rd slot and load-bearing riser rear end face, the bottom surface of the second plate and the inner bottom surface of the first slot offset.
2. building iron structure spandrel girder according to claim 1, is characterized in that: described back-up block, the first plate and the second plate are made by single solid steel structural meterials.
3. building iron structure spandrel girder according to claim 1, is characterized in that: the width of described first plate equals the width of the first slot, and the width of described second plate equals the width of the second slot, and the width of the 3rd slot is greater than the width of the second plate.
4. building iron structure spandrel girder according to claim 1, it is characterized in that: the upper end of described support panel arranges a reinforcement gusset, the upper surface of this reinforcement gusset is concordant with the upper surface of the second plate, and described reinforcement gusset is fixedly connected with the support panel of upper end by welding.
5. building iron structure spandrel girder according to claim 1, is characterized in that: described back-up block is in " C " font.
6. building iron structure spandrel girder according to claim 1, is characterized in that: the rear end face of described clamp arranges two screw holes, is provided with lock screw in screw hole, and lock screw is locked with load-bearing riser rear end and is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420451016.XU CN204126120U (en) | 2014-08-12 | 2014-08-12 | A kind of building iron structure spandrel girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420451016.XU CN204126120U (en) | 2014-08-12 | 2014-08-12 | A kind of building iron structure spandrel girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204126120U true CN204126120U (en) | 2015-01-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420451016.XU Expired - Fee Related CN204126120U (en) | 2014-08-12 | 2014-08-12 | A kind of building iron structure spandrel girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204126120U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120830A (en) * | 2014-08-12 | 2014-10-29 | 王宏斌 | Bearing beam of construction steel structure |
-
2014
- 2014-08-12 CN CN201420451016.XU patent/CN204126120U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120830A (en) * | 2014-08-12 | 2014-10-29 | 王宏斌 | Bearing beam of construction steel structure |
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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: 20150128 Termination date: 20150812 |
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| EXPY | Termination of patent right or utility model |