CN206811388U - A kind of vertically and horizontally girder steel temporary fastening device - Google Patents
A kind of vertically and horizontally girder steel temporary fastening device Download PDFInfo
- Publication number
- CN206811388U CN206811388U CN201720754804.XU CN201720754804U CN206811388U CN 206811388 U CN206811388 U CN 206811388U CN 201720754804 U CN201720754804 U CN 201720754804U CN 206811388 U CN206811388 U CN 206811388U
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- China
- Prior art keywords
- angle steel
- steel
- direction angle
- girder steel
- girder
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract 43
- 239000010959 steel Substances 0.000 title claims abstract 43
- 238000003466 welding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract 2
- 230000015572 biosynthetic process Effects 0.000 abstract 1
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Abstract
The utility model discloses a kind of vertically and horizontally girder steel temporary fastening device, including two X be arrangeding in parallel to angle steel, two parallel Z-direction angle steel are extended separately down along two X to the bottom of angle steel, the bottom of described two parallel Z-direction angle steel is provided with a Y-direction angle steel, positioning accommodating area in two X to formation one between angle steel and two Z-direction angle steel for placing completed unidirectional girder steel, the assembling Support for being used to place girder steel to be welded being connected with the positioning accommodating area is formed between two Z-direction angle steel and Y-direction angle steel, lateral dimension between the two Z-directions angle steel is identical with the width of girder steel to be welded.The utility model substitutes scaffold support completely, has an obvious economic benefit, at the same no matter vertically and horizontally girder steel terrain clearance how can convenient construction, therefore economic benefit can be significantly improved, it is ensured that construction quality, improve speed of application.
Description
Technical field
It the utility model is related to construction technology of steel configuration field, and in particular to a kind of vertically and horizontally girder steel temporary fastening device.
Background technology
Steel construction has the advantages such as overall light, short construction period, big, safe and reliable, the handsome in appearance, Stability Analysis of Structures of span.
Vertically and horizontally girder steel is also widely used in Long Span Industrial Factory Building, warehouse, freezer, skyscraper, office block, Multilayer parking parking lot
And the building trade such as private residence.
Often constructed when vertically and horizontally girder steel span is larger or quality is larger by the way of mechanical hoisting, when vertical
Horizontal girder steel span is smaller or often constructed by the way of scaffold support during lighter weight.The side of scaffold support
Formula carries out interim fix：Girder steel is placed on using the scaffold support set up
Adjust and welding procedure is carried out on the scaffold board of height.Scaffold building depends highly on the liftoff height of vertically and horizontally girder steel
Degree, can be fixed girder steel temporarily using scaffold support when vertically and horizontally girder steel terrain clearance is relatively low, but if vertical
Horizontal girder steel terrain clearance is higher or when field condition can not meet that scaffold support sets up condition, the vertically and horizontally welding of girder steel
Preceding interim fixation is just difficult to meet construction requirement.
The content of the invention
In view of the deficienciess of the prior art, technical problem to be solved in the utility model is to provide a kind of liftoff height
It is vertically and horizontally interim fixed difficult before the welding of girder steel when spending higher or field condition can not meet that scaffold support sets up condition
To meet the vertically and horizontally girder steel temporary fastening device of construction requirement.
In order to solve the above technical problems, technical solution adopted in the utility model is：A kind of vertically and horizontally girder steel is temporarily solid
Determine device, including two X be arrangeding in parallel are to angle steel, be extended separately down along two X to the bottom of angle steel two it is parallel
Z-direction angle steel, the bottom of described two parallel Z-direction angle steel is provided with a Y-direction angle steel, two X to angle steel and two Z-direction angle steel it
Between form a positioning accommodating area for being used to place completed unidirectional girder steel, formed between two Z-direction angle steel and Y-direction angle steel with it is described
What positioning accommodating area was connected be used to the place assembling Support of girder steel to be welded, the lateral dimension between the two Z-directions angle steel
It is identical with the width of girder steel to be welded.
Above-mentioned vertically and horizontally girder steel temporary fastening device, the x is to the length of angle steel and by completed unidirectional girder steel
Width is identical, and the z is identical with steel depth of beam to be welded to angle steel length.
Above-mentioned vertically and horizontally girder steel temporary fastening device, between two X-shaped angle steel and two Z-direction angle steel, and Y-direction angle steel and two
Between Z-direction angle steel, welding is respectively perpendicular from beginning to end, X between angle steel, Y-direction angle steel, Z-direction angle steel in 90 ° of angles to being welded and fixed.
The utility model vertically and horizontally girder steel temporary fastening device the advantages of be：In order to overcome in existing work progress, in length and breadth
It is higher or when field condition can not meet that scaffold support sets up condition to girder steel terrain clearance, vertically and horizontally before the welding of girder steel
Interim fixed the problem of being difficult to meet construction requirement, it is higher that the utility model solves vertically and horizontally girder steel terrain clearance well
Or field condition, when can not meet that scaffold support sets up condition, the vertically and horizontally interim fixation before the welding of girder steel is difficult to meet
The problem of construction requirement, so as to substituting scaffold support completely, there is obvious economic benefit, at the same no matter vertically and horizontally girder steel from
Ground level how can convenient construction, therefore economic benefit can be significantly improved, it is ensured that construction quality, improve construction speed
Degree.
Brief description of the drawings
Fig. 1 is front view of the present utility model；
Fig. 2 is left view of the present utility model；
Fig. 3 is dimensional structure diagram of the present utility model；
Fig. 4 is the utility model beam assembling structure schematic diagram in length and breadth.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further details to the utility model；
As shown in Figure 1,2,3, 4, a kind of vertically and horizontally girder steel temporary fastening device, including two X be arrangeding in parallel are to angle steel
1, two parallel Z-direction angle steel 2, described two parallel Z-direction angles are extended separately down along two X to the bottom of angle steel 1
The bottom of steel 2 is provided with a Y-direction angle steel 3, completed for placing to forming one between the Z-direction angle steel 2 of angle steel 1 and two in two X
The positioning accommodating area 5 of unidirectional girder steel 4, form what is be connected with the positioning accommodating area 5 between two Z-direction angle steel 2 and Y-direction angle steel 3
For placing the assembling Support 7 of girder steel 6 to be welded, lateral dimension and girder steel 6 to be welded between the two Z-directions angle steel 2
Width is identical.It is consequently formed angle steel system.The length of the X to angle steel 1 is identical with the width by completed unidirectional girder steel 4,
The length of the Z-direction angle steel 2 is identical with the height of girder steel 6 to be welded.Between two X-shaped angle steel 1 and two Z-direction angle steel 2, and Y-direction
Between the Z-direction angle steel 2 of angle steel 3 and two, welding is respectively perpendicular from beginning to end, X is to being in 90 ° between angle steel 1, Y-direction angle steel 3, Z-direction angle steel 2
Angle is welded and fixed.
Angle steel system is divided into tri- directions of X, Y, Z in solid space, the angle steel length on each length direction be according to
Cut according to completed unidirectional girder steel 4 and girder steel to be welded 6, that is, the sectional dimension of horizontal girder steel and longitudinal girder steel, X
Determined to the length of angle steel 1 by the width of completed unidirectional girder steel 4, the length of Y-direction angle steel 3 by girder steel 6 to be welded width
Determine, the length of Z-direction angle steel 2 is determined by the height of girder steel 6 to be welded.
Vertically and horizontally girder steel work progress is as follows for the utility model：
（1）, angle steel cutting：Select five angle steel of same size, respectively according to the width of completed unidirectional girder steel 4,
The width of height and girder steel to be welded 6, two X of required size are respectively cut into angle steel 1, Z-direction angle steel 2 in five angle steel
An and Y-direction angle steel 3；
（2）, assembly welding：By step（1）Two X formed are cut to angle steel 1, Z-direction angle steel 2 and a Y-direction angle steel 3
Angle steel system is formed according to certain order head and the tail vertical welding；
（3）, the completed unidirectional girder steel 4 of installation：Completed unidirectional girder steel 4 is placed on two X to the Z-direction of angle steel 1 and two
In the positioning accommodating area 5 formed between angle steel 2, two X are made to distinguish tightly to the lateral surface 9 of the Z-direction angle steel 2 of bottom surface 8 and two of angle steel 1
It is connected in upper surface 10 and the inner surface 11 of completed unidirectional girder steel 4；
（4）, installation girder steel 6 to be welded：By step（2）In mounted completed unidirectional girder steel 4, by steel to be welded
Beam 6 is along being inserted into assembling Support 7 between two Z-direction angle steel 2, it is ensured that the end of girder steel 6 to be welded and completed unidirectional girder steel 4
Inner surface 11 connect, and cause girder steel 6 to be welded bottom surface and the upper surface 12 of Y-direction girder steel 3 be in close contact；
（5）, weld job：The joint 13 for treating welded steel beam 6 and completed unidirectional girder steel 4 is welded and fixed；
（6）, device removes：After the completion of welding, x is lifted obliquely to angle steel 1 so that X leaves completed to angle steel 1
Unidirectional girder steel 4, Z-direction angle steel 2 leave the inner surface 11 of completed unidirectional girder steel 4, finally by angle steel system from girder steel 6 to be welded
Lower section integrally remove, welding complete.
In the utility model actual mechanical process, to ensure quality, efficiency and the precision of welding, angle steel system is according to girder steel
Layout viewing is arranged symmetrically at the head and the tail both ends of girder steel 6 to be welded, waits welded steel beam 6 temporarily solid according to the spacing of layout viewing
After the completion of fixed, then weld job is carried out, after the completion of being welded when the both ends of girder steel 6 to be welded, according to step（6）The mode takes
Inferior horn steel body system.
Certainly, it is to limitation of the present utility model that described above, which is not, and the utility model is also not limited to the example above, this
The those of ordinary skill of technical field, in essential scope of the present utility model, the variations, modifications, additions or substitutions made, all
The scope of protection of the utility model should be belonged to.
Claims (3)
- A kind of 1. vertically and horizontally girder steel temporary fastening device, it is characterised in that：Including two X be arrangeding in parallel to angle steel, along two X Two parallel Z-direction angle steel are extended separately down to the bottom of angle steel, and the bottom of described two parallel Z-direction angle steel is provided with One Y-direction angle steel, hold in two X to a positioning for being used to place completed unidirectional girder steel is formed between angle steel and two Z-direction angle steel Area is put, the group for being used to place girder steel to be welded being connected with the positioning accommodating area is formed between two Z-direction angle steel and Y-direction angle steel Support is filled, the lateral dimension between the two Z-directions angle steel is identical with the width of girder steel to be welded.
- 2. vertically and horizontally girder steel temporary fastening device according to claim 1, it is characterized in that：Length from the X to angle steel with Width by completed unidirectional girder steel is identical, and the Z-direction angle steel length is identical with steel depth of beam to be welded.
- 3. vertically and horizontally girder steel temporary fastening device according to claim 1, it is characterized in that：Two X-shaped angle steel and two Z-direction angle steel Between, and between Y-direction angle steel and two Z-direction angle steel, welding is respectively perpendicular from beginning to end, X is between angle steel, Y-direction angle steel, Z-direction angle steel It is welded and fixed in 90 ° of angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720754804.XU CN206811388U (en) | 2017-06-27 | 2017-06-27 | A kind of vertically and horizontally girder steel temporary fastening device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720754804.XU CN206811388U (en) | 2017-06-27 | 2017-06-27 | A kind of vertically and horizontally girder steel temporary fastening device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206811388U true CN206811388U (en) | 2017-12-29 |
Family
ID=60762252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720754804.XU Expired - Fee Related CN206811388U (en) | 2017-06-27 | 2017-06-27 | A kind of vertically and horizontally girder steel temporary fastening device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206811388U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107052683A (en) * | 2017-06-27 | 2017-08-18 | 青岛建集团有限公司 | A kind of vertically and horizontally girder steel temporary fastening device and its fixing means |
-
2017
- 2017-06-27 CN CN201720754804.XU patent/CN206811388U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107052683A (en) * | 2017-06-27 | 2017-08-18 | 青岛建集团有限公司 | A kind of vertically and horizontally girder steel temporary fastening device and its fixing means |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171229 Termination date: 20190627 |