CN201423398Y - Steel moulding plate shaping machine - Google Patents
Steel moulding plate shaping machine Download PDFInfo
- Publication number
- CN201423398Y CN201423398Y CN2009201034226U CN200920103422U CN201423398Y CN 201423398 Y CN201423398 Y CN 201423398Y CN 2009201034226 U CN2009201034226 U CN 2009201034226U CN 200920103422 U CN200920103422 U CN 200920103422U CN 201423398 Y CN201423398 Y CN 201423398Y
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- top power
- placement table
- power framework
- sleepers
- transverse beam
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Abstract
A steel moulding plate shaping machine comprises a base, a shelving bench, a jacking pressure frame, a lifting jack and two cylindrical sleepers, wherein the bench surface of the shelving bench is under a level condition, the jacking pressure frame is positioned in the middle part of the shelving bench, two longitudinal beams of the jacking pressure frame are fixedly connected with the shelving bench, the transverse beam of the jacking pressure frame is supported at the upper part of the shelving bench through the two longitudinal beams, and one cylindrical sleeper is respectively positioned on the left and the right sides of the shelving bench. During the checking and leveling process of the steel moulding plate, the steel moulding plate passes through a gap between the two longitudinal beams of the jacking pressure frame and is arranged above the two cylindrical sleepers and positioned on the lifting jack below the transverse beam of the jacking pressure frame, a top tray thereof props against the bottom wall of the transverse beam of the jacking pressure frame, and the base thereof is arranged in the uneven position needing for checking on the bottom surface of the steel moulding plate. The steel moulding plate shaping machine can be used on sites and off sites, thereby saving human resources and improving work efficiency; the shaping space for the steel moulding plate is increased; and the shaping quality is improved.
Description
Technical field
The utility model relates to a kind of steel form trimmer.
Background technology
At present, steel form (or perhaps template) after using at every turn, also there are not comparatively easy method and machinery to proofread and correct the straight degree of steel form, great majority all are that the template after the building site is used moves to the off-site place, the shaping template is checked in the use manually method of pounding with a hammer, to reach the use standard, the drawback of this check shaping method is inefficiency, shaping effect difference and waste of manpower resource, the leeway that operating efficiency and shaping quality are still waiting to improve.CN2098030U discloses a kind of combined steel formwork loading test device, is made up of bearing, counterweight, hydraulic jack, adjusting screw(rod), dial gauge, loading frame, the firm screw of longitudinal balance, longitudinal balance bearing pin, balance bearing, the firm screw of lateral balance, lateral balance bearing pin, loading edge of a knife frame, lower support edge of a knife seat, detection platform.This technology is for how making the steel form trimmer at the construction field (site) or can both use and improve shaping quality does not outside the venue provide concrete guidance program.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of prior art, a kind of steel form trimmer is provided, no matter technical problem to be solved can both be used this steel form trimmer at the construction field (site) or outside the venue, thereby save human resources, increase work efficiency; And increase steel form shaping space, improve shaping quality.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is as follows:
A kind of steel form trimmer (evener), has base, its technical scheme is that described trimmer also has placement table, top power framework, jack, two cylinder bodily form sleepers, placement table is fixed on the above-mentioned base, the table top of placement table is the level of state, top power framework is positioned at the middle part of placement table, two longitudinal beams of top power framework are fixedlyed connected with placement table, the transverse beam of top power framework is propped up top at placement table by two longitudinal beam, place one respectively in order to support the cylinder bodily form sleeper of steel form in the left and right sides of placement table, top power framework is between two cylinder bodily form sleepers, check leveling state at steel form, steel form between two longitudinal beams of top power framework, pass and be located at two cylinder bodily form sleepers above, be positioned at the above-mentioned jack below the transverse beam of top power framework, it withstands the transverse beam diapire of top power framework, and its base is located at the injustice place of the need check of steel form bottom surface.
In the technique scheme, described top power framework two longitudinal beams and transverse beam integral body preferably all be cuboid, the center line of two cylinder bodily form sleepers is preferably parallel with the symmetrical center line of the along continuous straight runs of the transverse beam of top power framework.Above-mentioned two cylinder bodily form sleepers preferably equate to the distance of top power framework.Above-mentioned placement table integral body preferably is cuboid (placement table is a rectangle at the peripheral contour shape of horizontal plane inner projection), and the length of two cylinder bodily form sleepers can be equal to, or greater than the width of placement table.
During the utility model work, give the jack application of force, the steel form injustice is located leveling, steel form is produced a desired effect, recover steel form and reuse precision by the effect of counter-force up and down of jack.No matter it can both use at the construction field (site) or outside the venue, thereby human resources have been saved, when especially certain and bigger needs of the area that paves use steel form repeatedly in steel form quantity, it can check leveling with used steel form again in the time faster, utilize for the second time with convenient, accelerate construction speed, improved operating efficiency.And it has increased steel form shaping space, has improved the check precision, has improved shaping quality, has characteristics such as simple in structure, that check is quick, easy to use.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a front view of the present utility model.
Fig. 3 is a vertical view of the present utility model.
Fig. 4 is a left view of the present utility model.
The specific embodiment
As Fig. 1, Fig. 2, Fig. 3, shown in Figure 4, the utlity model has base 1, placement table (shelving plate) 2, top power framework 5, jack 4, two cylinder bodily form sleepers 3.Base 1 can be channel-section steel or steel plate, and placement table 2 (passing through welding manner) is fixed on the above-mentioned base 1, and the table top of placement table (being the upper surface of placement table) is the level of state.Top power framework 5 is positioned at the middle part of placement table 2, and two longitudinal beams (passing through welding manner) of top power framework 5 are fixedlyed connected with placement table, and the transverse beam of top power framework 5 is propped up top at (frame exists) placement table by two longitudinal beam.Place one respectively in order to support the cylinder bodily form sleeper 3 of steel form in the left and right sides of placement table, can be convenient to steel form moves freely, top power framework is between two cylinder bodily form sleepers, check leveling state at steel form, steel form 6 between two longitudinal beams of top power framework, pass and be located at two cylinder bodily form sleepers 3 above (bottom surface of steel form up), be positioned at the above-mentioned jack 4 below the transverse beam of top power framework, it withstands the transverse beam diapire of top power framework, and its base is located at the injustice place of the need check of steel form 6 bottom surfaces.Above-mentioned top power framework 5, placement table 2 are welded by steel plate (perhaps channel-section steel).The size of above-mentioned placement table 2 should be adjusted according to the length that need are checked the steel form of shaping, and usually, the length of placement table is greater than the length of steel form.Above-mentioned top power framework 5 two longitudinal beams and transverse beam integral body all be cuboid, two longitudinal beams and transverse beam are rectangle at the peripheral contour shape of horizontal plane inner projection.The symmetrical centre line parallel of the along continuous straight runs of the transverse beam of the center line of two cylinder bodily form sleepers 3 and top power framework.Above-mentioned two cylinder bodily form sleepers 3 equate to the distance of top power framework 5.Above-mentioned placement table 2 integral body are cuboid, placement table is a rectangle at the peripheral contour shape of horizontal plane inner projection, and the length of two cylinder bodily form sleepers 3 is equal to, or greater than the width of placement table 2 (cylinder bodily form sleeper also can replace with round steel post or round steel pipe).
Claims (4)
1, a kind of steel form trimmer, has base, it is characterized in that described trimmer also has placement table (2), top power framework (5), jack (4), two cylinder bodily form sleepers (3), placement table (2) is fixed on the above-mentioned base (1), the table top of placement table is the level of state, top power framework (5) is positioned at the middle part of placement table (2), two longitudinal beams of top power framework (5) are fixedlyed connected with placement table, the transverse beam of top power framework (5) is propped up top at placement table by two longitudinal beam, place one respectively in order to support the cylinder bodily form sleeper (3) of steel form in the left and right sides of placement table, top power framework is between two cylinder bodily form sleepers, check leveling state at steel form, steel form between two longitudinal beams of top power framework, pass and be located at two cylinder bodily form sleepers (3) above, be positioned at the above-mentioned jack (4) below the transverse beam of top power framework, it withstands the transverse beam diapire of top power framework, and its base is located at the injustice place of the need check of steel form bottom surface.
2, trimmer according to claim 1, two longitudinal beams and the transverse beam integral body that it is characterized in that above-mentioned top power framework (5) are cuboid, the symmetrical centre line parallel of the along continuous straight runs of the transverse beam of the center line of two cylinder bodily form sleepers (3) and top power framework.
3, trimmer according to claim 2 is characterized in that above-mentioned two cylinder bodily form sleepers (3) equate to the distance of top power framework (5).
4, trimmer according to claim 2 is characterized in that above-mentioned placement table (2) integral body is cuboid, and the length of two cylinder bodily form sleepers (3) is equal to, or greater than the width of placement table (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201034226U CN201423398Y (en) | 2009-06-25 | 2009-06-25 | Steel moulding plate shaping machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201034226U CN201423398Y (en) | 2009-06-25 | 2009-06-25 | Steel moulding plate shaping machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201423398Y true CN201423398Y (en) | 2010-03-17 |
Family
ID=42022833
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201034226U Expired - Fee Related CN201423398Y (en) | 2009-06-25 | 2009-06-25 | Steel moulding plate shaping machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201423398Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102615145A (en) * | 2012-04-12 | 2012-08-01 | 四川长虹技佳精工有限公司 | Leveling device |
| CN103691768A (en) * | 2013-12-25 | 2014-04-02 | 重庆铁马工业集团有限公司 | Shape correction method for long-straight-strip-shaped armored pieces with arc sections and deformed after quenching |
| CN104550325A (en) * | 2015-01-07 | 2015-04-29 | 宁波亚洲浆纸业有限公司 | Correcting device and correcting method thereof |
| CN106351371A (en) * | 2016-10-13 | 2017-01-25 | 北京港源幕墙有限公司 | Manufacturing and construction process of curtain keel |
| CN110064682A (en) * | 2019-05-14 | 2019-07-30 | 珠海格力智能装备有限公司 | Crooked correction equipment |
-
2009
- 2009-06-25 CN CN2009201034226U patent/CN201423398Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102615145A (en) * | 2012-04-12 | 2012-08-01 | 四川长虹技佳精工有限公司 | Leveling device |
| CN103691768A (en) * | 2013-12-25 | 2014-04-02 | 重庆铁马工业集团有限公司 | Shape correction method for long-straight-strip-shaped armored pieces with arc sections and deformed after quenching |
| CN104550325A (en) * | 2015-01-07 | 2015-04-29 | 宁波亚洲浆纸业有限公司 | Correcting device and correcting method thereof |
| CN106351371A (en) * | 2016-10-13 | 2017-01-25 | 北京港源幕墙有限公司 | Manufacturing and construction process of curtain keel |
| CN110064682A (en) * | 2019-05-14 | 2019-07-30 | 珠海格力智能装备有限公司 | Crooked correction equipment |
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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 |
Granted publication date: 20100317 Termination date: 20140625 |
|
| EXPY | Termination of patent right or utility model |