CN204001781U - Quick group of steel work floor frame to moulding bed - Google Patents
Quick group of steel work floor frame to moulding bed Download PDFInfo
- Publication number
- CN204001781U CN204001781U CN201420044983.4U CN201420044983U CN204001781U CN 204001781 U CN204001781 U CN 204001781U CN 201420044983 U CN201420044983 U CN 201420044983U CN 204001781 U CN204001781 U CN 204001781U
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- built
- floor frame
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 105
- 239000010959 steel Substances 0.000 title claims abstract description 105
- 238000000465 moulding Methods 0.000 title claims abstract description 23
- 239000000203 mixture Substances 0.000 claims abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model is that quick group of a kind of steel work floor frame is to moulding bed, belong to steel house, it is characterized in that this quick group to moulding bed mainly by operating platform, built-in fitting group I, built-in fitting group II, horizontal support girder steel, vertical support steel beam and magnet piece composition, this operating platform is the concrete platform of rectangle, at the left part of operating platform, the symmetrical compartment of terrain of right part is buried respectively the two groups of built-in fitting group I in front and back underground, the correspondence horizontal support girder steel that is welded in each built-in fitting group I, in the front portion of operating platform, the two groups of built-in fitting group II in left and right are buried respectively at rear portion also symmetrical compartment of terrain underground, the correspondence vertical support steel beam that is welded in each built-in fitting group II, and make each horizontal stroke, the upper surface of vertical support steel beam is positioned at same level, at each horizontal support girder steel, the middle part of vertical support steel beam upper surface arranges respectively the magnet piece that is cuboid, when use, positioning datum using each magnet piece as steel work floor frame, just can be rapidly, location exactly, be shaped, improve production efficiency.
Description
Technical field
The utility model belongs to steel house, especially relates to a kind of group of steel house floor frame to moulding bed.
Background technology
Along with social development and scientific and technical progress, in steel work housing construction at home and abroad, be widely used, in order to promote the industrialization of housing construction, save labour, improve the efficiency of construction of residential building, advocate green construction, steel work floor is first at produce in factory, and then install to job site, four girders (being longitudinal and transverse beam) of steel work floor frame are organized right quality, speed in factory, will directly have influence on making quality and the manufacturing speed of floor.
Summary of the invention
The purpose of this utility model is to propose quick group of a kind of steel work floor frame to moulding bed, not only simple and reasonable, easy to operate, and the group of steel work floor frame is to reliable in quality, and saving of work and time, work efficiency are high.
The purpose of this utility model is achieved like this: quick group of a kind of steel work floor frame to moulding bed (being called for short quick group to moulding bed), comprise floor frame, this floor frame is rectangular, this floor frame is mainly formed by two of front and back crossbeam and two of left and right longeron assembly welding, it is characterized in that: quick group of this steel work floor frame to moulding bed mainly by operating platform, built-in fitting group I, built-in fitting group II, horizontal support girder steel, vertical support steel beam and magnet piece composition, this operating platform is the concrete platform of rectangle, and this operating platform can be plain concrete platform, at the left part of operating platform, the symmetrical compartment of terrain of right part is buried respectively the two groups of built-in fitting group I in front and back underground, and opening apart from the length of longeron that is less than floor frame before and after this between two groups of built-in fitting group I, and center to center distance between the built-in fitting group I of two groups of left and right is more than or equal to the length of the crossbeam of floor frame, simultaneously, each built-in fitting group I is symmetrically arranged by two of left and right and form with the rectangular steel plates I of fork-shaped supporting leg respectively, each rectangular steel plates I all exceeds operating platform and the i.e. correspondence horizontal support girder steel that is welded in each built-in fitting group I in the rectangular steel plates I of two of each left and right, each rectangular steel plates I all can exceed the upper surface 2mm of operating platform, this horizontal support girder steel can be made with 20-25 i iron, the length of this horizontal support girder steel can be 500-1000mm,
Simultaneously, in the front portion of operating platform, the two groups of built-in fitting group II in left and right are buried respectively at rear portion also symmetrical compartment of terrain underground, and this left and right opening apart from the length of crossbeam that is less than floor frame between two groups of built-in fitting group II, and center to center distance between the built-in fitting group II of two groups of front and back is more than or equal to the length of the longeron of floor frame, each built-in fitting group II is symmetrically arranged by two of front and back and form with the rectangular steel plates II of fork-shaped supporting leg respectively, each rectangular steel plates II all exceeds operating platform and the i.e. correspondence vertical support steel beam that is welded in each built-in fitting group II in the rectangular steel plates II of two of each front and back, and make each horizontal support girder steel, the upper surface of vertical support steel beam is positioned at same level, each rectangular steel plates II all can exceed the upper surface 2mm of operating platform, in addition, at each horizontal support girder steel, the middle part of vertical support steel beam upper surface arranges respectively the magnet piece that is cuboid, this vertical support steel beam can be made with 20-25 i iron, the length of this vertical support steel beam can be 500-1000mm.
When use, according to the appearance and size of floor frame, each magnet piece correspondence is fixed on horizontal support girder steel and vertical support steel beam, as the positioning datum of steel work floor frame, the channel-section steel as floor frame longeron, crossbeam after modulating respectively correspondence is resisted against on each magnet piece, just can be rapidly, locate exactly, be shaped, improved production efficiency.
Quick group of the steel work floor frame that the utility model proposes to moulding bed, not only simple and reasonable, easy to operate, and the group of steel work floor frame is to reliable in quality, and saving of work and time, work efficiency are high.
Quick group of the steel work floor frame now in conjunction with the accompanying drawings and embodiments the utility model being proposed is further described moulding bed.
Brief description of the drawings
Fig. 1 is that the master of quick group of the steel work floor frame that proposes of the utility model when moulding bed is used looks schematic diagram.
Fig. 2 is the schematic top plan view of quick group of the steel work floor frame that proposes of utility model when moulding bed is used.
In Fig. 1, Fig. 2:
1, operating platform 2-1, built-in fitting group I 2-2, built-in fitting group II 3-1, horizontal support girder steel 3-2, vertical support steel beam 4, magnet piece 5, floor frame.
Detailed description of the invention
From Fig. 1, in Fig. 2, can find out: quick group of a kind of steel work floor frame to moulding bed (being called for short quick group to moulding bed), comprise floor frame 5, this floor frame 5 is rectangular, this floor frame 5 is mainly formed by two of front and back crossbeam and two of left and right longeron assembly welding, it is characterized in that: quick group of this steel work floor frame to moulding bed mainly by operating platform 1, built-in fitting group I 2-1, built-in fitting group II 2-2, horizontal support girder steel 3-1, vertical support steel beam 3-2 and magnet piece 4 form, this operating platform 1 is the concrete platform of rectangle, and this operating platform 1 can be plain concrete platform, at the left part of operating platform 1, the symmetrical compartment of terrain of right part is buried respectively the two groups of built-in fitting group I 2-1 in front and back underground, and opening apart from the length of longeron that is less than floor frame 5 before and after this between two groups of built-in fitting group I 2-1, and center to center distance between the built-in fitting group I 2-1 of two groups of left and right is more than or equal to the length of the crossbeam of floor frame 5, simultaneously, each built-in fitting group I 2-1 is symmetrically arranged by two of left and right and form with the rectangular steel plates I of fork-shaped supporting leg respectively, each rectangular steel plates I all exceeds operating platform 1, and in the rectangular steel plates I of two of each left and right the i.e. correspondence horizontal support girder steel 3-1 that is welded on each built-in fitting group I 2-1, each rectangular steel plates I all can exceed the upper surface 2mm of operating platform 1, this horizontal support girder steel 3-1 can make with 20-25 i iron, the length of this horizontal support girder steel 3-1 can be 500-1000mm,
Simultaneously, in the front portion of operating platform 1, the two groups of built-in fitting group II 2-2 in left and right are buried respectively at rear portion also symmetrical compartment of terrain underground, and this left and right opening apart from the length of crossbeam that is less than floor frame 5 between two groups of built-in fitting group II 2-2, and center to center distance between the built-in fitting group II 2-2 of two groups of front and back is more than or equal to the length of the longeron of floor frame 5, each built-in fitting group II 2-2 is symmetrically arranged by two of front and back and form with the rectangular steel plates II of fork-shaped supporting leg respectively, each rectangular steel plates II all exceeds operating platform 1, and in the rectangular steel plates II of two of each front and back the i.e. correspondence vertical support steel beam 3-2 that is welded on each built-in fitting group II 2-2, and make each horizontal support girder steel 3-1, the upper surface of vertical support steel beam 3-2 is positioned at same level, each rectangular steel plates II all can exceed the upper surface 2mm of operating platform 1, in addition, at each horizontal support girder steel 3-1, the middle part of vertical support steel beam 3-2 upper surface arranges respectively the magnet piece 4 that is cuboid, this vertical support steel beam 3-2 can make with 20-25 i iron, the length of this vertical support steel beam 3-2 can be 500-1000mm.
When use, according to the appearance and size of floor frame 5, each magnet piece 4 correspondences are fixed on horizontal support girder steel 3-1 and vertical support steel beam 3-2, as the positioning datum of steel work floor frame 5, using after modulation and as the channel-section steel of floor frame 5 longerons, crossbeam respectively correspondence be resisted against on each magnet piece 4, just can be rapidly, locate exactly, be shaped, improved production efficiency.
Claims (6)
1. quick group of a steel work floor frame to moulding bed, comprise floor frame (5), this floor frame (5) is rectangular, this floor frame (5) is mainly formed by two of front and back crossbeam and two of left and right longeron assembly welding, it is characterized in that: quick group of this steel work floor frame to moulding bed mainly by operating platform (1), built-in fitting group I (2-1), built-in fitting group II (2-2), horizontal support girder steel (3-1), vertical support steel beam (3-2) and magnet piece (4) composition, this operating platform (1) is the concrete platform of rectangle, at the left part of operating platform (1), the symmetrical compartment of terrain of right part is buried respectively the two groups of built-in fitting group I in front and back (2-1) underground, and opening apart from the length of longeron that is less than floor frame (5) before and after this between two groups of built-in fitting group I (2-1), and center to center distance between the two groups of built-in fitting group I in left and right (2-1) is more than or equal to the length of the crossbeam of floor frame (5), simultaneously, each built-in fitting group I (2-1) is symmetrically arranged by two of left and right and form with the rectangular steel plates I of fork-shaped supporting leg respectively, each rectangular steel plates I all exceeds operating platform (1), and in the rectangular steel plates I of two of each left and right at the upper correspondence of each built-in fitting group I (2-1) the horizontal support girder steel (3-1) that is welded,
Simultaneously, in the front portion of operating platform (1), the two groups of built-in fitting group II in left and right (2-2) are buried respectively at rear portion also symmetrical compartment of terrain underground, and opening apart from the length of crossbeam that is less than floor frame (5) between this left and right two groups of built-in fitting group II (2-2), and center to center distance between the two groups of built-in fitting group II in front and back (2-2) is more than or equal to the length of the longeron of floor frame (5), each built-in fitting group II (2-2) is symmetrically arranged by two of front and back and form with the rectangular steel plates II of fork-shaped supporting leg respectively, each rectangular steel plates II all exceeds operating platform (1), and in the rectangular steel plates II of two of each front and back at the upper correspondence of each built-in fitting group II (2-2) the vertical support steel beam (3-2) that is welded, and make each horizontal support girder steel (3-1), the upper surface of vertical support steel beam (3-2) is positioned at same level, in addition, at each horizontal support girder steel (3-1), the middle part of vertical support steel beam (3-2) upper surface arranges respectively the magnet piece (4) that is cuboid.
2. quick group of steel work floor frame according to claim 1 to moulding bed, it is characterized in that this operating platform (1) is plain concrete platform.
3. quick group of steel work floor frame according to claim 1 to moulding bed, it is characterized in that each rectangular steel plates I all exceeds the upper surface 2mm of operating platform (1).
4. quick group of steel work floor frame according to claim 1 to moulding bed, it is characterized in that this horizontal support girder steel (3-1) 20-25 i iron makes, and the length of this horizontal support girder steel (3-1) is 500-1000mm.
5. quick group of steel work floor frame according to claim 1 to moulding bed, it is characterized in that each rectangular steel plates II all exceeds the upper surface 2mm of operating platform (1).
6. quick group of steel work floor frame according to claim 1 to moulding bed, it is characterized in that this vertical support steel beam (3-2) 20-25 i iron makes, and the length of this vertical support steel beam (3-2) is 500-1000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420044983.4U CN204001781U (en) | 2014-01-24 | 2014-01-24 | Quick group of steel work floor frame to moulding bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420044983.4U CN204001781U (en) | 2014-01-24 | 2014-01-24 | Quick group of steel work floor frame to moulding bed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204001781U true CN204001781U (en) | 2014-12-10 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420044983.4U Expired - Fee Related CN204001781U (en) | 2014-01-24 | 2014-01-24 | Quick group of steel work floor frame to moulding bed |
Country Status (1)
| Country | Link |
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| CN (1) | CN204001781U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484504A (en) * | 2015-11-23 | 2016-04-13 | 上海十三冶建设有限公司 | Simple device for manufacturing H-shaped steel with large cross section and use method thereof |
| CN111519542A (en) * | 2020-05-11 | 2020-08-11 | 中铁二十局集团市政工程有限公司 | Magnetic suction type positioning device for improving hoisting precision of large-tonnage steel cover beam and construction method thereof |
-
2014
- 2014-01-24 CN CN201420044983.4U patent/CN204001781U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484504A (en) * | 2015-11-23 | 2016-04-13 | 上海十三冶建设有限公司 | Simple device for manufacturing H-shaped steel with large cross section and use method thereof |
| CN105484504B (en) * | 2015-11-23 | 2017-08-04 | 上海二十冶建设有限公司 | A kind of easy device and its application method for making heavy in section H profile steel |
| CN111519542A (en) * | 2020-05-11 | 2020-08-11 | 中铁二十局集团市政工程有限公司 | Magnetic suction type positioning device for improving hoisting precision of large-tonnage steel cover beam and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 |