CN214785311U - Floor supports girder steel with reinforced structure - Google Patents
Floor supports girder steel with reinforced structure Download PDFInfo
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- CN214785311U CN214785311U CN202120169647.2U CN202120169647U CN214785311U CN 214785311 U CN214785311 U CN 214785311U CN 202120169647 U CN202120169647 U CN 202120169647U CN 214785311 U CN214785311 U CN 214785311U
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- steel beam
- floor
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 188
- 210000002421 cell wall Anatomy 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 abstract description 10
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 241000761557 Lamina Species 0.000 abstract description 4
- 230000007547 defect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 2
- 210000001503 joint Anatomy 0.000 description 8
- 238000000034 method Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
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Abstract
The utility model relates to a support the technical field of girder steel, the defect that joint strength is not enough appears easily to adjacent support girder steel welding department, a floor support girder steel with reinforced structure is proposed, including a plurality of support girder steel units, a plurality of support girder steel units connect gradually through the tip, a floor support girder steel with reinforced structure still includes the reinforcement subassembly, the reinforcement subassembly includes the main reinforcing plate of vertical setting, main reinforcing plate fixed connection is between two adjacent webs, one side that main reinforcing plate deviates from the web is provided with reinforcing plate and lower reinforcing plate, it all is on a parallel with last pterygoid lamina with lower reinforcing plate to go up reinforcing plate, it is between two adjacent last pterygoid laminas to go up reinforcing plate fixed connection, lower reinforcing plate fixed connection is between two adjacent lower pterygoid laminas, one side of reinforcing plate still sets up the support assembly who is used for supporting last reinforcing plate towards last reinforcing plate. This application has the effect that improves adjacent support girder steel splice joint strength.
Description
Technical Field
The utility model belongs to the technical field of the technique that supports the girder steel and specifically relates to a floor supports girder steel with reinforced structure is related to.
Background
The steel structure building is a neotype building system, compares traditional concrete building, and steel structure building adopts a large amount of steel sheets and various shaped steel to splice combination shaped steel each other and has replaced traditional reinforced concrete, and steel structure building has intensity higher, the better advantage of shock resistance. And because the steel plate and the section steel can be manufactured in a factory and installed on site, the construction period is greatly reduced. Because the steel can be repeatedly used, the construction waste can be greatly reduced, and the steel is more environment-friendly, so the steel is widely adopted by all countries in the world and is applied to industrial buildings and civil buildings.
Among the common steel construction building, support through supporting the girder steel and enable the floor slab usually more firm, support the girder steel and for firm and anti-bending H shaped steel that the deformability is good usually, H shaped steel includes the web of vertical setting and sets up respectively perpendicularly about the web upper wing plate and the pterygoid lamina is constituteed with lower pterygoid lamina, upper wing plate and lower pterygoid lamina are just to each other just parallel to each other, and the cross section that upper wing plate, lower pterygoid lamina and web three formed is the I shape. When the required length of the supporting steel beam is long, the long supporting steel beam is generally formed by sequentially welding a plurality of sections of short supporting steel beams.
Aiming at the related technologies, the defects of insufficient weld joint length, excessive weakening of the cross section and the like are easy to occur in the actual welding process of the supporting steel beam; when the above-mentioned defect appears in the welding department of supporting the girder steel, lead to adjacent support girder steel junction joint strength not enough easily, easily cause the potential safety hazard when serious, the inventor thinks that the defect that joint strength is not enough appears easily in the welding department of adjacent support girder steel.
Disclosure of Invention
In order to promote the joint strength of adjacent support girder steel splice, this application provides a floor support girder steel with reinforced structure.
The application provides a pair of floor supports girder steel with reinforced structure adopts following technical scheme:
a floor supporting steel beam with a reinforcing structure comprises a plurality of supporting steel beam units, wherein each supporting steel beam unit comprises a web plate which is vertically arranged, an upper wing plate which is horizontally arranged at the top end of the web plate and a lower wing plate which is horizontally arranged at the bottom end of the web plate, the supporting steel beam units are sequentially connected through end parts, the floor supporting steel beam with the reinforcing structure also comprises a reinforcing assembly, the reinforcing component comprises a main reinforcing plate which is vertically arranged, the main reinforcing plate is fixedly connected between two adjacent webs, an upper reinforcing plate and a lower reinforcing plate are arranged on one side of the main reinforcing plate, which is far away from the web plate, the upper reinforcing plate and the lower reinforcing plate are both parallel to the upper wing plate, the upper reinforcing plate is fixedly connected between the two adjacent upper wing plates, the lower reinforcing plate is fixedly connected between the two adjacent lower wing plates, and a support assembly for supporting the upper reinforcing plate is further arranged on one side, facing the upper reinforcing plate, of the lower reinforcing plate.
By adopting the technical scheme, the reinforcing assembly and the supporting assembly are arranged, so that the main reinforcing plate, the upper reinforcing plate and the lower reinforcing plate can be respectively and better attached to the web plate, the upper wing plate and the lower wing plate, the connection strength of the welding part of two adjacent supporting steel beam units can be improved, and the connection part of the two adjacent supporting steel beam units is not easy to deform; simultaneously, through supporting component's setting for go up the reinforcing plate and the difficult bending deformation that produces of reinforcing plate down, make and go up reinforcing plate and reinforcing plate down and can support adjacent last pterygoid lamina and adjacent lower pterygoid lamina better.
Preferably, the supporting component comprises an internal thread sleeve vertically arranged on one side, facing the upper reinforcing plate, of the lower reinforcing plate, the top end of the internal thread sleeve is in threaded connection with a screw, and one end, far away from the internal thread sleeve, of the screw is abutted to one side, facing the lower reinforcing plate, of the upper reinforcing plate.
By adopting the technical scheme, when the upper reinforcing plate needs to be supported, the screw rod is far away from the internal thread sleeve until the screw rod is abutted against the upper reinforcing plate by rotating the screw rod, so that the upper reinforcing plate and the lower reinforcing plate can be respectively abutted against the adjacent upper wing plate and the adjacent lower wing plate; meanwhile, the bending resistance of the upper reinforcing plate and the lower reinforcing plate is improved, so that the upper reinforcing plate and the lower reinforcing plate are not easy to break from the main reinforcing plate.
Preferably, one side of the lower reinforcing plate facing the upper reinforcing plate is provided with a splicing groove, the bottom end of the internal thread sleeve is spliced in the splicing groove, one end of the screw rod, which is far away from the internal thread sleeve, is further provided with a butt joint block, and one side of the upper reinforcing plate facing the lower reinforcing plate is further provided with a butt joint groove for inserting the butt joint block.
By adopting the technical scheme, the internal thread sleeve and the screw can be better and respectively abutted against the lower reinforcing plate and the upper reinforcing plate, so that the internal thread sleeve and the screw are not easy to displace in the supporting process; simultaneously, make the internal thread sleeve need not welded fastening under on the reinforcing plate for the screw rod need not welded fastening at last reinforcing plate, makes the installation of supporting component simple and convenient more.
Preferably, the inner wall of the inserting groove is further provided with a clamping piece, and the outer peripheral wall of the internal thread sleeve is provided with a clamping portion matched with the clamping piece in a clamping mode.
Through adopting above-mentioned technical scheme, through the joint spare joint complex setting of the joint portion of internal thread sleeve and recess for when the screw rod rotates, the internal thread sleeve can not rotate along with the rotation of screw rod, makes to rotate the screw rod messenger and need not still fixed internal thread sleeve.
Preferably, the joint spare includes that the protrusion sets up the rectangular lug on the cell wall of inserting groove, the length direction of lug is the same with the depth direction of inserting groove, the rectangular recess of screw sleeve periphery wall including setting up of joint portion, rectangular recess is pegged graft with rectangular lug and is cooperated.
Through adopting above-mentioned technical scheme, when needs insert the inserting groove with the internal thread sleeve, aim at the rectangular lug on the inserting groove wall and insert with the rectangular recess on the internal thread sleeve for the internal thread sleeve can't rotate, makes the screw rod rotate the in-process, and the internal thread sleeve is difficult to rotate along with the rotation of screw rod, makes the rotation screw rod need not fixed internal thread sleeve, makes the screw rod position control simple and convenient more.
Preferably, the supporting component can be a rectangular reinforcing plate, two wide side walls of the rectangular reinforcing plate are respectively welded and fixed with one side, close to the upper reinforcing plate and the lower reinforcing plate, of the upper reinforcing plate, and long side walls of the rectangular reinforcing plate are welded and fixed with side walls of the web plate.
By adopting the technical scheme, the upper reinforcing plate and the lower reinforcing plate can be simultaneously supported by the rectangular reinforcing plate, so that the upper reinforcing plate and the lower reinforcing plate are not easy to bend and deform; simultaneously, make the reinforcing plate can support tightly with adjacent last pterygoid lamina better for the reinforcing plate can support tightly with adjacent lower pterygoid lamina better down, makes the junction of adjacent support girder steel unit more firm.
Preferably, the supporting component comprises two supporting rods, the two supporting rods are fixedly connected with one side, close to the upper reinforcing plate and the lower reinforcing plate, of the two ends of the supporting rods in the length direction respectively, the two supporting rods are arranged in an inclined mode, and the inclined directions of the two supporting rods are splayed.
By adopting the technical scheme, the upper reinforcing plate and the lower reinforcing plate can be better supported by utilizing the two obliquely arranged supporting rods, so that the joint of the upper reinforcing plate and the main reinforcing plate and the joint of the lower reinforcing plate and the main reinforcing plate are not easy to bend; meanwhile, when the supporting component is required to be installed, only the two ends of the supporting rod need to be welded on one side, close to the upper reinforcing plate and the lower reinforcing plate, of the upper reinforcing plate and the lower reinforcing plate respectively, so that the supporting component is simpler and more convenient to install.
Preferably, the screw rod periphery wall is coaxial fixedly connected with annular protruding, the protruding periphery wall of annular still is provided with the non-slip texture.
Through adopting above-mentioned technical scheme, when adjusting screw's position, operating personnel through annular protruding alright rotate the screw rod, and then adjusting screw's position is more simple and convenient for the screw rod can support tightly with last reinforcing plate more simply.
In summary, the present application includes at least one of the following beneficial technical effects:
1. through the arrangement of the reinforcing component and the supporting component, the main reinforcing plate, the upper reinforcing plate and the lower reinforcing plate can be respectively and tightly abutted against the web plate, the upper wing plate and the lower wing plate of the adjacent supporting steel beam, so that the welding position of the adjacent supporting steel beam units is more stable;
2. the screw rod is connected with the internal thread sleeve in a threaded manner, and the end, far away from the screw rod, of the internal thread sleeve abuts against one side, close to the upper reinforcing plate, of the lower reinforcing plate through rotation of the screw rod, so that the upper reinforcing plate and the lower reinforcing plate are not easy to deform;
3. through the setting of the strip-shaped convex block and the strip-shaped groove in a sliding and inserting matched mode, the internal thread sleeve can not rotate after being inserted into the inserting groove, when the screw rod rotates, the internal thread sleeve can not rotate along with the rotation of the screw rod, and the adjustment of the position of the screw rod is simpler and more convenient.
Drawings
FIG. 1 is a schematic overall structure diagram of a first embodiment of the present application;
FIG. 2 is an exploded view of a support assembly according to the first embodiment of the present application;
FIG. 3 is an enlarged schematic view of section A of FIG. 2;
FIG. 4 is a schematic overall structure diagram of a second embodiment of the present application;
fig. 5 is a schematic overall structure diagram of a third embodiment of the present application.
Description of reference numerals: 1. supporting a steel beam unit; 11. a web; 12. an upper wing plate; 13. a lower wing plate; 2. a reinforcement assembly; 20. a main reinforcing plate; 21. an upper reinforcing plate; 22. a lower reinforcing plate; 3. an internally threaded sleeve; 31. a screw; 32. an annular projection; 33. a butting block; 34. a butt joint groove; 35. inserting grooves; 36. a strip bump; 37. a strip groove; 4. a rectangular reinforcing plate; 5. a support bar; 6. and (5) reinforcing ribs.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses a floor support steel beam with a reinforced structure,
example 1
A floor-supporting steel beam with a reinforcing structure; referring to fig. 1 and 2, including two support girder steel units 1, support girder steel unit 1 includes web 11 of vertical setting, and the top and the bottom of web 11 are provided with pterygoid lamina 12 and lower pterygoid lamina 13 respectively the level, and two support girder steel units 1 link to each other through tip welding, and two support girder steel units 1 length direction is the same. The utility model provides a floor supports girder steel still includes two sets of reinforcement assembly 2, and two sets of reinforcement assembly 2 are located the both sides of web 11 respectively, and reinforcement assembly 2 includes the main reinforcing plate 200 of vertical setting, and main reinforcing plate 200 passes through the bolt fastening on two adjacent webs 11. One side fixedly connected with that main reinforcing plate 200 deviates from web 11 goes up reinforcing plate 21 and lower reinforcing plate 22, goes up reinforcing plate 21 and lower reinforcing plate 22 and all is parallel with last pterygoid lamina 12, goes up reinforcing plate 21 and fixes two adjacent upper pterygoid laminas 12 through the bolt laminating, and lower reinforcing plate 22 passes through the bolt laminating to be fixed at two adjacent lower pterygoid laminas 13. One side of the lower reinforcing plate 22 facing the upper reinforcing plate 21 is provided with two sets of support assemblies for supporting the upper reinforcing plate 21.
Referring to fig. 2 and 3, in the present embodiment, the supporting assembly includes an internal threaded sleeve 3 vertically disposed on one side of the lower reinforcing plate 22 facing the upper reinforcing plate 21, a screw 31 is connected to a top end of the internal threaded sleeve 3 through a thread, and an insertion groove 35 for inserting a bottom end of the internal threaded sleeve 3 is further formed in the lower reinforcing plate 22. So that the internal thread sleeve 3 is tightly abutted against the lower reinforcing plate 22.
Referring to fig. 2 and 3, be provided with joint spare in the inserting groove 35, the 3 outer walls of internal thread sleeve are provided with and joint spare joint complex joint portion, in this embodiment, joint spare is including setting up rectangular lug 36 on the cell wall of inserting groove 35, the length direction of rectangular lug 36 is the same with the degree of depth direction of inserting groove 35, joint portion is including seting up rectangular recess 37 on the 3 outer walls of internal thread sleeve, rectangular recess 37 is pegged graft with rectangular lug 36 and is cooperated, when making screw rod 31 rotate, internal thread sleeve 3 can not rotate along with the commentaries on classics pine of screw rod 31, the screw rod 31 position control of being convenient for.
Referring to fig. 2 and 3, a butting block 33 is further fixedly connected to one end of the screw 31 away from the internal thread sleeve 3, the butting block 33 is cylindrical, and a butting groove 34 in plugging fit with the butting block 33 is further formed in one side of the upper reinforcing plate 21 facing the lower reinforcing plate 22. The screw 31 is convenient to be tightly abutted against the upper reinforcing plate 21, so that the upper reinforcing plate 21 can be better supported.
Referring to fig. 2 and 3, an annular protrusion 32 is further coaxially and fixedly connected to the outer circumferential surface of the screw 31 at the middle position along the length direction, and anti-slip lines are further arranged on the outer circumferential surface of the annular protrusion 32, so that an operator can conveniently hold the screw 31.
Referring to fig. 2 and 3, the reinforcing ribs 6 are fixedly connected to the joints of the upper reinforcing plate 21 and the main reinforcing plate 20 and the joints of the lower reinforcing plate 22 and the main reinforcing plate 20, which is beneficial to further improving the strength of the joints of the upper reinforcing plate 21 and the main reinforcing plate 20 and the strength of the joints of the lower reinforcing plate 22 and the main reinforcing plate 20, so that the upper reinforcing plate 21 and the lower reinforcing plate 22 can be more stably fixed on the main reinforcing plate 20.
Example 2
Example 2 differs from example 1 in that: referring to fig. 4, the supporting component is a rectangular reinforcing plate 4, the long side wall of the rectangular reinforcing plate 4 and one side of the main reinforcing plate 20 away from the web 11 are welded and fixed, and two wide side walls of the rectangular reinforcing plate 4 are respectively welded and fixed on the side where the upper reinforcing plate 21 and the lower reinforcing plate 22 are close to each other.
Example 3
Example 3 differs from example 1 in that: referring to fig. 5, the support assembly comprises two support rods 5. Two spinal branch vaulting poles 5 are along the equal fixed connection of length direction's one end in reinforcing plate 22 one side of reinforcing plate 21 down, and two spinal branch vaulting poles 5 all incline and upwards set up, and two spinal branch vaulting poles 5 incline direction are the splayed, and two spinal branch vaulting poles 5 are kept away from down reinforcing plate 22's one end all with last reinforcing plate 21 one side fixed connection of reinforcing plate 22 down towards along length direction.
The implementation principle of the embodiment of the application is as follows: after the welding of the adjacent support steel beam units 1 is completed, the main reinforcing plate 20 is fixed to the adjacent web 11 by bolts, the upper reinforcing plate 21 is fixed to the adjacent upper wing plate 12 by bolts, the lower reinforcing plate 22 is fixed to the adjacent lower wing plate 13 by bolts, through the arrangement of the supporting component, the connection strength of the main reinforcing plate 20, the upper reinforcing plate 21 and the lower reinforcing plate 22 is improved, so that the main reinforcing plate 20, the upper reinforcing plate 21 and the lower reinforcing plate 22 are not easily bent and deformed, so that the main reinforcing plate 20 can be better attached to the adjacent web 11, the upper reinforcing plate 21 can be better attached to the adjacent upper wing plate 12, the lower reinforcing plate 22 can be better attached to the adjacent lower wing plate 13, and then be favorable to improving the intensity of the welding department of adjacent support girder steel unit 1 for the connection of adjacent support girder steel unit is more firm.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a floor supports girder steel with reinforced structure which characterized in that: the floor support steel beam with the reinforced structure comprises a plurality of support steel beam units (1), wherein each support steel beam unit (1) comprises a vertically arranged web plate (11), an upper wing plate (12) horizontally arranged at the top end of the web plate (11) and a lower wing plate (13) horizontally arranged at the bottom end of the web plate (11), the support steel beam units (1) are sequentially connected through end parts, each floor support steel beam with the reinforced structure further comprises a reinforcing assembly (2), each reinforcing assembly (2) comprises a vertically arranged main reinforcing plate (20), the main reinforcing plates (20) are fixedly connected between two adjacent web plates (11), an upper reinforcing plate (21) and a lower reinforcing plate (22) are arranged on one side of each main reinforcing plate (20) departing from the web plate (11), the upper reinforcing plate (21) and the lower reinforcing plate (22) are both parallel to the upper wing plate (12), and the upper reinforcing plate (21) is fixedly connected between the two adjacent upper wing plates (12), the lower reinforcing plate (22) is fixedly connected between the two adjacent lower wing plates (13), and a supporting component for supporting the upper reinforcing plate (21) is further arranged on one side, facing the upper reinforcing plate (21), of the lower reinforcing plate (22).
2. A floor-supporting steel beam with reinforcing structure as claimed in claim 1, wherein: the supporting component comprises a threaded sleeve (3) which is vertically arranged on one side of the lower reinforcing plate (22) facing the upper reinforcing plate (21), a screw rod (31) is connected to the top end of the threaded sleeve (3) in a threaded mode, and one end, far away from the threaded sleeve (3), of the screw rod (31) is abutted to one side of the upper reinforcing plate (21) facing the lower reinforcing plate (22).
3. A floor-supporting steel beam with reinforcing structure as claimed in claim 2, wherein: inserting grooves (35) are formed in one side, facing the upper reinforcing plate (21), of the lower reinforcing plate (22), the bottom end of the internal thread sleeve (3) is inserted into the inserting grooves (35), abutting blocks (33) are further arranged at one end, away from the internal thread sleeve (3), of the screw rod (31), and abutting grooves (34) for inserting the abutting blocks (33) are further formed in one side, facing the lower reinforcing plate (22), of the upper reinforcing plate (21).
4. A floor-supporting steel beam with reinforcing structure as claimed in claim 3, wherein: the inner wall of inserting groove (35) still is provided with joint spare, internal thread sleeve (3) periphery wall is provided with the joint portion with joint spare joint complex.
5. A floor-supporting steel beam with reinforcing structure as claimed in claim 4, wherein: the joint spare includes that the protrusion sets up rectangular lug (36) on the cell wall of inserting groove (35), the length direction of lug is the same with the depth direction of inserting groove (35), rectangular recess (37) of screw sleeve (3) periphery wall including setting up in joint portion, cooperation is pegged graft with rectangular lug (36) in rectangular recess (37).
6. A floor-supporting steel beam with reinforcing structure as claimed in claim 1, wherein: the supporting component can be a rectangular reinforcing plate (4), two wide side walls of the rectangular reinforcing plate (4) are respectively welded and fixed with one side, close to each other, of an upper reinforcing plate (21) and a lower reinforcing plate (22), and long side walls of the rectangular reinforcing plate (4) are welded and fixed with side walls of a web plate (11).
7. A floor-supporting steel beam with reinforcing structure as claimed in claim 1, wherein: the supporting component comprises two supporting rods (5), wherein the two ends of each supporting rod (5) in the length direction are respectively fixedly connected with one side, close to the upper reinforcing plate (21) and the lower reinforcing plate (22), of the supporting rod (5), the supporting rods (5) are arranged in an inclined mode, and the inclined directions of the supporting rods (5) are splayed.
8. A floor-supporting steel beam with reinforcing structure as claimed in claim 5, wherein: the outer peripheral wall of the screw rod (31) is also coaxially and fixedly connected with an annular bulge (32), and the outer peripheral wall of the annular bulge (32) is also provided with anti-skid grains.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120169647.2U CN214785311U (en) | 2021-01-21 | 2021-01-21 | Floor supports girder steel with reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120169647.2U CN214785311U (en) | 2021-01-21 | 2021-01-21 | Floor supports girder steel with reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214785311U true CN214785311U (en) | 2021-11-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120169647.2U Expired - Fee Related CN214785311U (en) | 2021-01-21 | 2021-01-21 | Floor supports girder steel with reinforced structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN214785311U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115055923A (en) * | 2022-07-26 | 2022-09-16 | 广州广源激光科技有限公司 | Method for producing a machine tool body |
| CN116695876A (en) * | 2023-06-29 | 2023-09-05 | 江苏玖泰电力实业有限公司 | Connecting component is assembled in steel house |
-
2021
- 2021-01-21 CN CN202120169647.2U patent/CN214785311U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115055923A (en) * | 2022-07-26 | 2022-09-16 | 广州广源激光科技有限公司 | Method for producing a machine tool body |
| CN116695876A (en) * | 2023-06-29 | 2023-09-05 | 江苏玖泰电力实业有限公司 | Connecting component is assembled in steel house |
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