CN202559373U - Reinforcement positioning device of steelmaking and continuous casting bale rotary table foundation sleeve bolt fixing frame - Google Patents
Reinforcement positioning device of steelmaking and continuous casting bale rotary table foundation sleeve bolt fixing frame Download PDFInfo
- Publication number
- CN202559373U CN202559373U CN2012202099554U CN201220209955U CN202559373U CN 202559373 U CN202559373 U CN 202559373U CN 2012202099554 U CN2012202099554 U CN 2012202099554U CN 201220209955 U CN201220209955 U CN 201220209955U CN 202559373 U CN202559373 U CN 202559373U
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- China
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- connecting beam
- layer
- sleeve bolt
- steel
- continuous casting
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Abstract
The utility model provides a reinforcement positioning device of a steelmaking and continuous casting bale rotary table foundation sleeve bolt fixing frame. The reinforcement positioning device comprises quadrate columns formed by erecting four pieces of H-shaped steel. One bottom surface steel plate and one top surface steel plate are welded to the bottom surfaces and the top surfaces of the four columns respectively. An upper-layer connecting beam, a middle-layer connecting beam and a lower-layer connecting beam are formed by firmly welding of 16th U-steel and columns and arranged among the four columns. The upper-layer connecting beam comprises an upper-layer front connecting beam, an upper-layer rear connecting beam, an upper-layer left connecting beam and an upper-layer right connecting beam. The middle-layer connecting beam comprises a middle-layer front connecting beam, a middle-layer rear connecting beam, a middle-layer left connecting beam and a middle-layer right connecting beam. The lower-layer connecting beam comprises a lower-layer front connecting beam, a lower-layer rear connecting beam, a lower-layer left connecting beam, a lower-layer right connecting beam and a cross connecting beam. The reinforcement positioning device of the steelmaking and continuous casting bale rotary table foundation sleeve bolt fixing frame is reasonable in structure and safe and reliable to use, effectively improves installation speed and accuracy of the steelmaking and continuous casting bale rotary table foundation sleeve bolt fixing frame, and reduces construction cost.
Description
Technical field
The utility model belongs to the servicing unit that equipment is installed, and especially relates to the reinforcing positioner of a kind of steel-making continuous casting bale panoramic tables basis sleeve bolt fixed frame.
Background technology
When the foundation construction of steel-making continuous casting bale panoramic tables; The fixed bit that adds of bale panoramic tables basis sleeve bolt fixed frame is the bigger work of civil engineering difficulty; Bale panoramic tables basis sleeve bolt fixed frame volume is big; Heavy Weight, the fixed mount that conventional civil engineering is set up are difficult to guarantee the accuracy of levelness, center and the absolute altitude of sleeve bolt fixed frame, and it is also very big to reprocess difficulty.
Summary of the invention
The purpose of the utility model is exactly the reinforcing positioner that a kind of steel-making continuous casting bale panoramic tables basis sleeve bolt fixed mount is provided in order to overcome the above problems; Not only rational in infrastructure; Use reliable; And can improve the installation rate and the precision of steel-making continuous casting bale panoramic tables basis sleeve bolt fixed frame effectively, reduce construction cost.
The technical scheme of the utility model is achieved like this: the reinforcing positioner of a kind of steel-making continuous casting bale panoramic tables basis sleeve bolt fixed mount; Be characterized in: it is a steel construction piece, comprises by four H shaped steel and holds up the column 1 of forming square structure; Bottom surface and end face at four root posts 1 respectively are welded with a bottom surface steel plate 5 and end face steel plate 6 respectively; Be provided with three layers of upper strata that firmly is welded by ten No. six channel-section steels and column between four root posts and get in touch that beam 2, middle level are got in touch beam 3, lower floor gets in touch beam 4; Contact beam 2 in upper strata is got in touch beam 2-2, the binder 2-3 of the upper strata Left-wing Federation, upper strata right association beam 2-4 after comprising contact beam 2-1 before the upper strata, upper strata; Contact beam 3 in middle level is got in touch beam 3-2, the binder 3-3 of the middle level Left-wing Federation, middle level right association beam 3-4 after comprising contact beam 3-1 before the middle level, middle level; Lower floor's contact beam 4 is got in touch beam 4-2, the binder 4-3 of the Left-wing Federation of lower floor, the right association beam 4-4 of lower floor and right-angled intersection contact beam 4-5 after comprising the preceding contact beam 4-1 of lower floor, lower floor.
During use, the reinforcing positioner of steel-making continuous casting bale panoramic tables basis sleeve bolt fixed mount should avoid secondary to have bad luck using on-the-spot blanking to make welding.Having the worker of measurement to cooperate in the making confirms four root post end face steel plate levelnesss and absolute altitude.Reinforcing the center of positioner is controlled well by measurement.By the crane that satisfies crane capacity that steel-making continuous casting bale panoramic tables basis sleeve bolt fixed frame is in place on the reinforcing positioner, steel-making continuous casting bale panoramic tables basis sleeve bolt fixed frame is carried out the smart centering of secondary.
The utility model is rational in infrastructure, and is safe and reliable, improved steel-making continuous casting bale panoramic tables basis sleeve bolt fixed frame installation rate and precision effectively, reduced construction cost.
Description of drawings
Fig. 1 is the front view of the utility model.
Fig. 2 is the A of Fig. 1---the A sectional view.
Fig. 3 is the B of Fig. 1---the B sectional view.
Fig. 4 is the C of Fig. 1---the C sectional view.
Fig. 5 is the user mode figure of the utility model.
Among the figure: 1---column; 2---upper strata contact beam; 2-1---contact beam before the upper strata; 2-2---get in touch beam behind the upper strata; 2-3---upper strata Left-wing Federation binder; 2-4---upper strata right association beam; 3---middle level contact beam; 3-1---contact beam before the middle level; 3-2----get in touch beam behind the middle level; 3-3---middle level Left-wing Federation binder; 3-4---middle level right association beam; 4---lower floor's contact beam; Contact beam before 4-1---the lower floor; 4-2---get in touch beam after the lower floor; 4-3---the Left-wing Federation of lower floor binder; 4-4---lower floor's right association beam; 4-5---crossbinding binder; 5---the bottom surface steel plate; 6---the end face steel plate; 7---basic sleeve bolt fixed mount.
The specific embodiment
Visible from Fig. 1, Fig. 2, Fig. 3, Fig. 4: the utility model is a steel construction piece; Comprise four 250*250H shaped steel columns 1; Four root posts 1 are holded up the composition square structure; Between bottom surface steel plate 5 that the bottom surface and the end face of four 250*250H shaped steel columns 1 respectively is welded with a 400*400*20 respectively and end face steel plate 6, four root posts, be provided with three layers of upper strata that firmly is welded into by ten No. six channel-section steels and column and get in touch that beam 2, middle level are got in touch beam 3, lower floor gets in touch beam 4; Lower floor contact beam 4 by contact beam 4-1, lower floor before the lower floor after contact beam 4-2, the binder 4-3 of the Left-wing Federation of lower floor, the right association beam 4-4 of lower floor and right-angled intersection contact beam 4-5 form; Upper strata contact beam 2 by contact beam 2-1, upper strata before the upper strata after contact beam 2-2, the binder 2-3 of the upper strata Left-wing Federation, upper strata right association beam 2-4 form; Middle level contact beam 3 by contact beam 3-1, middle level before the middle level after contact beam 3-2, the binder 3-3 of the middle level Left-wing Federation, middle level right association beam 3-4 form.
Visible from Fig. 5: the height-civil engineering bed course absolute altitude of the top mark height-basic sleeve bolt fixed frame 7 of the height of four root posts 1=steel-making continuous casting bale panoramic tables basis sleeve bolt fixed mount 7.Distance between the column 1 is decided according to the strong point of basic sleeve bolt fixed mount 7.
During use, this reinforcing positioner should avoid secondary to have bad luck using on-the-spot blanking to make welding.Having the worker of measurement to cooperate in the making confirms four root post end face steel plate 6 levelnesss and absolute altitude.Reinforcing the center of positioner is controlled well by measurement.By the crane that satisfies crane capacity that steel-making continuous casting bale panoramic tables basis sleeve bolt fixed mount 7 is in place on the utility model, again steel-making continuous casting bale panoramic tables basis sleeve bolt fixed frame 7 is carried out the smart centering of secondary and get final product.
Claims (5)
1. the reinforcing positioner of steel-making continuous casting bale panoramic tables basis sleeve bolt fixed mount, it is characterized in that: it is a steel construction piece, comprises by four H shaped steel holding up the column (1) of forming square structure; Bottom surface and end face at four root posts (1) respectively are welded with a bottom surface steel plate (5) and end face steel plate (6) respectively; Be provided with three layers of upper strata that firmly is welded by ten No. six channel-section steels and column between four root posts and get in touch beam (2), middle level contact beam (3), lower floor's contact beam (4); Contact beam (2-1), back contact beam (2-2), Left-wing Federation's binder (2-3), right association beam (2-4) before upper strata contact beam (2) comprises; Contact beam (3-1), back contact beam (3-2), Left-wing Federation's binder (3-3), right association beam (3-4) before middle level contact beam (3) comprises; Contact beam (4-1), back contact beam (4-2), Left-wing Federation's binder (4-3), right association beam (4-4) and right-angled intersection contact beam (4-5) before lower floor's contact beam (4) comprises.
2. the reinforcing positioner of a kind of steel-making continuous casting bale panoramic tables according to claim 1 basis sleeve bolt fixed mount, it is characterized in that: described four H shaped steel are 250*250H shaped steel.
3. according to the reinforcing positioner of claim 1 or 2 described a kind of steel-making continuous casting bale panoramic tables basis sleeve bolt fixed mounts, it is characterized in that: described bottom surface steel plate (5) and end face steel plate (6) are of a size of 400*400*20.
4. according to the reinforcing positioner of the described a kind of steel-making continuous casting bale panoramic tables of claim 1 basis sleeve bolt fixed mount, it is characterized in that: the height of said four root posts (1) is that the height that the top mark height of steel-making continuous casting bale panoramic tables basis sleeve bolt fixed mount (7) deducts basic sleeve bolt fixed frame (7) deducts civil engineering bed course absolute altitude again.
5. the reinforcing positioner of a kind of steel-making continuous casting bale panoramic tables according to claim 4 basis sleeve bolt fixed mount, it is characterized in that: the distance between described four root posts (1) equals the distance of the strong point of basic sleeve bolt fixed mount (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012202099554U CN202559373U (en) | 2012-05-11 | 2012-05-11 | Reinforcement positioning device of steelmaking and continuous casting bale rotary table foundation sleeve bolt fixing frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012202099554U CN202559373U (en) | 2012-05-11 | 2012-05-11 | Reinforcement positioning device of steelmaking and continuous casting bale rotary table foundation sleeve bolt fixing frame |
Publications (1)
Publication Number | Publication Date |
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CN202559373U true CN202559373U (en) | 2012-11-28 |
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Family Applications (1)
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CN2012202099554U Expired - Lifetime CN202559373U (en) | 2012-05-11 | 2012-05-11 | Reinforcement positioning device of steelmaking and continuous casting bale rotary table foundation sleeve bolt fixing frame |
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CN (1) | CN202559373U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110080278A (en) * | 2019-04-22 | 2019-08-02 | 中国一冶集团有限公司 | A kind of method that bale panoramic tables ring foundation frame is pre-buried |
-
2012
- 2012-05-11 CN CN2012202099554U patent/CN202559373U/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110080278A (en) * | 2019-04-22 | 2019-08-02 | 中国一冶集团有限公司 | A kind of method that bale panoramic tables ring foundation frame is pre-buried |
CN110080278B (en) * | 2019-04-22 | 2020-10-23 | 中国一冶集团有限公司 | Method for embedding annular foundation frame of bale rotary table |
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Legal Events
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20121128 |