CN209958802U - Conversion steel beam - Google Patents
Conversion steel beam Download PDFInfo
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- CN209958802U CN209958802U CN201920528547.7U CN201920528547U CN209958802U CN 209958802 U CN209958802 U CN 209958802U CN 201920528547 U CN201920528547 U CN 201920528547U CN 209958802 U CN209958802 U CN 209958802U
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Abstract
The utility model provides a conversion girder steel. The conversion steel beam comprises a first steel plate, and the first steel plate is of a cuboid structure; a second steel plate welded to one end of the first steel plate; the cross beam is welded to the same end of the first steel plate and the second steel plate; a first support plate welded to one end of the first steel plate; a second support plate welded to one end of the second steel plate; the fixed orifices, the fixed orifices is equipped with four, four the fixed orifices divide into two sets ofly, and is two sets ofly the fixed orifices is located respectively first steel sheet with the second steel sheet. The utility model provides a conversion girder steel has the advantage that can provide the strong point for the wall bracing.
Description
Technical Field
The utility model relates to an assembly type structure construction field especially relates to a conversion girder steel.
Background
The assembly type building is formed by assembling prefabricated parts on a construction site. The building block is divided into five types, namely a block building, a plate building, a box building, a framework plate building, a rising-rise building and the like according to the form and the construction method of the prefabricated part. With the development of modern industrial technology, building houses can be manufactured in batches and sets like machine production. The prefabricated house components are transported to a construction site to be assembled. Fabricated buildings have become of interest since the beginning of the 20 th century and have been realized through the sixties. The first attempts made in English, French, Soviet Union, etc. The assembly type building has high construction speed and low production cost, and is rapidly popularized and developed all over the world.
In the construction process of the fabricated building, the wall diagonal brace is used for supporting and fixing the fabricated outer wall, the floor is used as a supporting point of the common wall diagonal brace, and when no floor is used as the supporting point of the wall diagonal brace on the fabricated outer wall, the construction is difficult.
Therefore, there is a need to provide a new transformed steel beam to solve the above-mentioned technical problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem provide a can provide the conversion girder steel of strong point for the wall bracing.
For solving the technical problem, the utility model provides a conversion girder steel includes: the first steel plate is of a cuboid structure; a second steel plate welded to one end of the first steel plate; the cross beam is welded to the same end of the first steel plate and the second steel plate; a first support plate welded to one end of the first steel plate; a second support plate welded to one end of the second steel plate; the fixed orifices, the fixed orifices is equipped with four, four the fixed orifices divide into two sets ofly, and is two sets ofly the fixed orifices is located respectively first steel sheet with the second steel sheet.
Preferably, the first steel plate and the second steel plate have the same shape and size, and the end faces of the first steel plate and the second steel plate are located on the same horizontal plane.
Preferably, the number of the cross beams is two, and the two cross beams are symmetrically distributed about a center line of the first steel plate.
Preferably, first backup pad with the second backup pad is the cuboid structure, first backup pad with first steel sheet is the vertical relation, the second backup pad with the second steel sheet is the vertical relation, just first backup pad with the second backup pad is parallel relation.
Preferably, be connected with two sliding construction that are the symmetric relation between the first steel sheet with the second steel sheet, two sliding construction includes slide bar and spout, and two are parallel relation the slide bar all welds perpendicularly in first steel sheet is close to the one end of second steel sheet, two the spout is parallel relation and locates the inside of second steel sheet.
Preferably, the inner diameter of the sliding groove is larger than the outer diameter of the sliding rod, and the sliding rod is connected with the second steel plate in a sliding mode.
Preferably, first backup pad with be connected with between the second backup pad and adjust the structure, it includes first lead screw, commentaries on classics cover, arch and second lead screw to adjust the structure, first lead screw is the vertical relation weld in first backup pad is close to the one end of second backup pad, the second lead screw is the vertical relation weld in the second backup pad is close to the one end of first backup pad, change the cover rotate connect in first lead screw with the outside of second lead screw, semicircular the arch is equipped with a plurality ofly, and is a plurality of protruding be ring array distribute in change the outside of cover.
Compared with the prior art, the utility model provides a conversion girder steel has following beneficial effect:
the utility model provides a conversion steel beam, the first steel plate and the second steel plate constitute a cuboid structure, the same end of the first steel plate and the second steel plate is vertical relation to weld two parallel relation beams, through the cooperation of the first steel plate, the second steel plate and the beams, a group of conversion steel beams can be constituted, when the assembled outer wall has no floor as the supporting point of the wall diagonal brace, the fixing of the assembled outer wall can be better solved by using the first steel plate, the second steel plate and the beams as the supporting point of the wall diagonal brace, the first supporting plate and the second supporting plate are respectively welded at the same end of the first steel plate and the second steel plate in vertical relation, and the two supporting plates are parallel relation, through the cooperation of the two supporting plates, the two beams and the two steel plates, the stability of the first steel plate and the second steel plate can be improved, and therefore a better supporting effect is achieved.
Drawings
Fig. 1 is a schematic structural view of a first embodiment of a conversion steel beam provided by the present invention;
fig. 2 is a schematic structural view of a second embodiment of the present invention;
fig. 3 is a schematic view illustrating a coupling structure of the first steel plate and the sliding structure shown in fig. 2;
figure 4 is a schematic view in use.
Reference numbers in the figures: 1. the device comprises a first steel plate, a second steel plate, a beam, a first supporting plate, a second supporting plate, a fixing hole, a sliding structure 7, a sliding rod 71, a sliding rod 72, a sliding groove 8, an adjusting structure 81, a first screw rod 82, a rotating sleeve 83, a protrusion 84, a second screw rod 9, angle steel 10, a floating plate 11 and a wall inclined strut.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and embodiments.
First embodiment
Please refer to fig. 1, wherein fig. 1 is a schematic structural diagram of a first embodiment of a conversion steel beam according to the present invention. The conversion steel beam includes: the steel plate comprises a first steel plate 1, wherein the first steel plate 1 is of a cuboid structure; a second steel plate 2, the second steel plate 2 being welded to one end of the first steel plate 1; the beam 3 is welded at the same end of the first steel plate 1 and the second steel plate 2, and the first support plate 4 is welded at one end of the first steel plate 1; a second support plate 5, wherein the second support plate 5 is welded to one end of the second steel plate 2; the fixing holes 6 are four in number, the fixing holes 6 are divided into two groups, and the fixing holes 6 are arranged in the first steel plate 1 and the second steel plate 2 respectively. When the fixing device is used, firstly, two angle steels 9 are respectively fixed at one ends of the first steel plate 1 and the second steel plate 2, which are opposite to each other, through bolts, then the first steel plate 1 and the second steel plate 2 are placed between the two floating plates 10, then the two angle steels 9 are respectively fixed on the two floating plates 10 through bolts, and after the first steel plate 1 and the second steel plate 2 are fixed, the wall inclined strut 11 is fixed on the cross beam 3, so that the fixing of the assembled outer wall can be completed.
As the utility model discloses preferred embodiment, first steel sheet 1 with the shape and the size homogeneous phase of second steel sheet 2 are the same, just first steel sheet 1 with each terminal surface of second steel sheet 2 all is in same horizontal plane, first steel sheet 1 with second steel sheet 2 constitutes a cuboid structure first steel sheet 1 with second steel sheet 2 is vertical relation two with the same end and welds and be parallel relation crossbeam 3, through first steel sheet 1 second steel sheet 2 with crossbeam 3's cooperation is used, can constitute a set of conversion girder steel, when the supporting point of assembled outer wall no floor as the wall bracing, utilizes first steel sheet 1 second steel sheet 2 with crossbeam 3 is as the supporting point of wall bracing, and the fixed of solution assembled outer wall that can be better first steel sheet 1 with the same end of second steel sheet 2 has been welded respectively first backup pad 4 with first steel sheet 4 with the same end of second steel sheet 2 is vertical relation Two support plates 5, the two support plates being in parallel relationship.
As the utility model discloses preferred embodiment, crossbeam 3 is equipped with two, two crossbeam 3 about the central line symmetric distribution of first steel sheet 1 is through two backup pads, two the cooperation of crossbeam 3 and two steel sheets is used, can increase first steel sheet 1 with the stability of second steel sheet 2 to reach better supporting effect.
As the utility model discloses a preferred embodiment, first backup pad 4 with second backup pad 5 is the cuboid structure, first backup pad 4 with first steel sheet 1 is the vertical relation, second backup pad 5 with second steel sheet 2 is the vertical relation, just first backup pad 4 with second backup pad 5 is parallel relation, in order to increase the steadiness of structure.
Second embodiment
Referring to fig. 2 and 3, fig. 2 is a schematic structural view of a second embodiment of the present invention; fig. 3 is a schematic view of a coupling structure of the first steel plate and the sliding structure shown in fig. 2. Based on the transformation steel beam provided by the first embodiment of the present invention, the transformation steel beam provided by the second embodiment of the present invention is different in that two sliding structures 7 in a symmetrical relationship are connected between the first steel plate 1 and the second steel plate 2, two sliding structures 7 comprise a sliding bar 71 and a sliding groove 72, two sliding bars 71 in a parallel relationship are vertically welded at one end of the first steel plate 1 close to the second steel plate 2, two sliding grooves 42 are arranged in the second steel plate 2 in a parallel relationship, when the distance between the two steel plates needs to be adjusted during use, the sliding bar 71 slides in the sliding groove 72, the sliding bar 71 and the sliding groove 72 are respectively arranged in the first steel plate 1 and the second steel plate 2, and through the matching use of the sliding bar 71 and the sliding groove 72, can prevent that two steel sheets from taking place to rotate when adjusting the distance promptly, can also improve the steadiness of whole structure.
As a preferred embodiment of the present invention, the inner diameter of the sliding groove 72 is larger than the outer diameter of the sliding rod 71, and the sliding rod 71 is slidably connected to the second steel plate 2, so as to ensure that the sliding rod 71 slides inside the sliding groove 72.
As a preferred embodiment of the present invention, an adjusting structure 8 is connected between the first supporting plate 4 and the second supporting plate 5, the adjusting structure 8 includes a first lead screw 81, a rotating sleeve 82, a protrusion 83 and a second lead screw 84, the first lead screw 81 is welded to one end of the first supporting plate 4 close to the second supporting plate 5 in a vertical relation, the second lead screw 84 is welded to one end of the second supporting plate 5 close to the first supporting plate 4 in a vertical relation, the rotating sleeve 82 is rotatably connected to the first lead screw 81 and the outside of the second lead screw 84, the semicircular protrusion 83 is provided in plural, the plural protrusions 83 are distributed in an annular array on the outside of the rotating sleeve 82, when in use, two angle steels 9 are first fixed to one end of the first steel plate 1 and one end of the second steel plate 2 opposite to each other by bolts, the first steel plate 1 and the second steel plate 2 are placed between the two floating plates 10, the two angle steels 9 are fixed on the two floating plates 10 through bolts respectively, after the first steel plate 1 and the second steel plate 2 are fixed, the wall inclined strut 11 is fixed on the cross beam 3, and then the assembled outer wall can be fixed.
Compared with the prior art, the utility model provides a conversion girder steel has following beneficial effect:
the utility model provides a conversion girder steel, first steel sheet 1 with second steel sheet 2 constitutes a cuboid structure first steel sheet 1 with second steel sheet 2 is vertical relation two with one end and is parallel relation welding crossbeam 3, through first steel sheet 1 second steel sheet 2 with crossbeam 3's cooperation is used, can constitute a set of conversion girder steel, when the supporting point of assembled outer wall no floor as the wall bracing, utilizes first steel sheet 1 second steel sheet 2 with crossbeam 3 is as the supporting point of wall bracing, and the solution that can be better is fixed of assembled outer wall first steel sheet 1 with second steel sheet 2 is vertical relation with one end and welds respectively first backup pad 4 with second backup pad 5, and two backup pads are parallel relation, through two backup pads, The cross beam 3 and the two steel plates are matched for use, so that the stability of the first steel plate 1 and the stability of the second steel plate 2 can be improved, and a better supporting effect is achieved.
The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.
Claims (7)
1. A conversion steel beam, comprising:
the first steel plate is of a cuboid structure;
a second steel plate welded to one end of the first steel plate;
the cross beam is welded to the same end of the first steel plate and the second steel plate;
a first support plate welded to one end of the first steel plate;
a second support plate welded to one end of the second steel plate;
the fixed orifices, the fixed orifices is equipped with four, four the fixed orifices divide into two sets ofly, and is two sets ofly the fixed orifices is located respectively first steel sheet with the second steel sheet.
2. The conversion steel beam of claim 1, wherein the first and second steel plates are identical in shape and size, and the respective end faces of the first and second steel plates are in the same horizontal plane.
3. The conversion steel beam according to claim 1, wherein there are two of the cross beams, the two cross beams being symmetrically distributed about a centerline of the first steel plate.
4. The conversion steel beam of claim 1, wherein the first support plate and the second support plate are each a rectangular parallelepiped structure, the first support plate is in a perpendicular relationship with the first steel plate, the second support plate is in a perpendicular relationship with the second steel plate, and the first support plate and the second support plate are in a parallel relationship.
5. The conversion steel beam according to claim 1, wherein two symmetrical sliding structures are connected between the first steel plate and the second steel plate, the two sliding structures comprise sliding bars and sliding grooves, the two sliding bars are in parallel relation and are vertically welded to one end of the first steel plate close to the second steel plate, and the two sliding grooves are in parallel relation and are arranged inside the second steel plate.
6. The conversion steel beam of claim 5, wherein the runner inner diameter is larger than the outer diameter of the slide bar, and the slide bar is slidably connected to the second steel plate.
7. The conversion steel beam according to claim 1, wherein an adjusting structure is connected between the first supporting plate and the second supporting plate, the adjusting structure comprises a first lead screw, a rotating sleeve, a plurality of protrusions and a second lead screw, the first lead screw is welded to one end, close to the second supporting plate, of the first supporting plate in a vertical relation, the second lead screw is welded to one end, close to the first supporting plate, of the second supporting plate in a vertical relation, the rotating sleeve is rotatably connected to the outer portions of the first lead screw and the second lead screw, the plurality of semicircular protrusions are arranged, and the plurality of protrusions are distributed on the outer portion of the rotating sleeve in an annular array.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920528547.7U CN209958802U (en) | 2019-04-18 | 2019-04-18 | Conversion steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920528547.7U CN209958802U (en) | 2019-04-18 | 2019-04-18 | Conversion steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209958802U true CN209958802U (en) | 2020-01-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920528547.7U Active CN209958802U (en) | 2019-04-18 | 2019-04-18 | Conversion steel beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209958802U (en) |
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2019
- 2019-04-18 CN CN201920528547.7U patent/CN209958802U/en active Active
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