CN201809042U - Lifting frame for lifting whole steel reinforcement framework of box beam - Google Patents
Lifting frame for lifting whole steel reinforcement framework of box beam Download PDFInfo
- Publication number
- CN201809042U CN201809042U CN2010202891703U CN201020289170U CN201809042U CN 201809042 U CN201809042 U CN 201809042U CN 2010202891703 U CN2010202891703 U CN 2010202891703U CN 201020289170 U CN201020289170 U CN 201020289170U CN 201809042 U CN201809042 U CN 201809042U
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- place
- pin
- roof beam
- sets
- lower floor
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Abstract
The utility model relates to a lifting frame for lifting a whole steel reinforcement framework of a box beam, comprising an upper-layer piece of frame beam and a lower-layer piece of frame beam; the upper-layer piece of frame beam is narrower than the lower-layer piece of frame beam; and the width of the lower-layer piece of frame beam is matched with that of the steel reinforcement framework of the box beam. The lifting frame is characterized in that vertical supports and diagonal bracings are connected between the upper-layer piece of frame beam and the lower-layer piece of frame beam; and the intersection positions of the diagonal bracings are connected by connecting plates. The lifting frame is reasonable in structure, high in strength and more in lifting points, can bear the weight of the whole bundled steel reinforcement framework of the box beam, and is very beneficial to being promoted and applied.
Description
Technical field
The utility model relates to a kind of high speed railway box girder manufacture technology field, particularly relates to a kind of steel bar framework of box beam integral hoisting suspension bracket.
Background technology
In high speed railway and railway line for passenger traffic construction, 900 tons of case beams are to use maximum beam types, and each Liang Chang all bears the production task of hundreds of sheet.Reinforcing bar is about 70 tons in 900 tons of case beams of each sheet, about 3 days of colligation time, if colligation on beam making bench then reduce the service efficiency of beam making bench and template greatly, prolong construction period, can only reinforcing bar extraterrestrial overall binding on the scene is good during construction, then framework of steel reinforcement integral body is hung in the template, but whole framework of steel reinforcement is from great, the very few words framework of steel reinforcement of suspension centre is out of shape serious, can't satisfy requirements for quality, therefore must process the lifting in place that a kind of special suspender is used for framework of steel reinforcement.
The utility model content
The purpose of this utility model is at the problems referred to above, proposes a kind of steel bar framework of box beam integral hoisting suspension bracket, and it is many that this suspender has a suspension centre, advantages of high strength.
The technical solution of the utility model is: a kind of steel bar framework of box beam integral hoisting suspension bracket, comprise that upper strata Pin sets a roof beam in place and the Pin of lower floor sets a roof beam in place, described upper strata Pin set a roof beam in place set a roof beam in place than lower floor Pin slightly narrow, width that the described Pin of lower floor sets a roof beam in place and the width of steel bar framework of box beam coupling, be connected with perpendicular support and diagonal brace between described upper strata Pin sets a roof beam in place and the Pin of lower floor sets a roof beam in place, described diagonal brace infall connects by connecting panel.
Described upper strata Pin sets a roof beam in place, the Pin of lower floor sets a roof beam in place all contains several longitudinal and cross beams, and described longeron is parallel with the length direction of this suspension bracket, and the Width of described crossbeam and this suspension bracket is parallel.
The longeron that described upper strata Pin sets a roof beam in place on top, crossbeam is in the bottom; The longeron that the described Pin of lower floor sets a roof beam in place in the bottom, crossbeam is on top.
The longitudinal and cross beam that described upper strata Pin sets a roof beam in place is channel-section steel, and the longitudinal and cross beam that the described Pin of lower floor sets a roof beam in place is channel-section steel, and described perpendicular support and diagonal brace are angle steel.
The longeron that described Pin down sets a roof beam in place is provided with several downward suspension centres, and the longeron that described upward Pin sets a roof beam in place is provided with the suspension centre that several make progress.
The beneficial effects of the utility model
This hanger structure is reasonable in design, the intensity height, and suspension centre is many, the weight of the framework of steel reinforcement of the overall binding of its case beam that can bear.
Description of drawings
Fig. 1 is this steel bar framework of box beam integral hoisting suspension bracket end face structure scheme drawing
Fig. 2 is this steel bar framework of box beam integral hoisting cradle sides structural representation
Fig. 3-Fig. 6 is the structural representation of the node 1-node 4 among Fig. 2
Fig. 7-Figure 11 is the structural representation of the node 5-node 9 among Fig. 1
The specific embodiment
Referring to Fig. 1-Figure 11,1. connecting panels among the figure, 2. diagonal brace, 3. perpendicular support, 4. go up the crossbeam of Pin frame, 5. descend the crossbeam of Pin frame, 6. diagonal brace, 7. go up the longeron of Pin frame, 8. descend the longeron of Pin frame.
Embodiment: a kind of steel bar framework of box beam integral hoisting suspension bracket, comprise that upper strata Pin sets a roof beam in place and the Pin of lower floor sets a roof beam in place, described upper strata Pin set a roof beam in place set a roof beam in place than lower floor Pin slightly narrow, width that the described Pin of lower floor sets a roof beam in place and the width of steel bar framework of box beam coupling, be connected with perpendicular support and diagonal brace between described upper strata Pin sets a roof beam in place and the Pin of lower floor sets a roof beam in place, described diagonal brace infall connects by connecting panel.
Described upper strata Pin sets a roof beam in place, the Pin of lower floor sets a roof beam in place all contains several longitudinal and cross beams, and described longeron is parallel with the length direction of this suspension bracket, and the Width of described crossbeam and this suspension bracket is parallel.
The longeron that described upper strata Pin sets a roof beam in place on top, crossbeam is in the bottom; The longeron that the described Pin of lower floor sets a roof beam in place in the bottom, crossbeam is on top.
The longitudinal and cross beam that described upper strata Pin sets a roof beam in place is channel-section steel, and the longitudinal and cross beam that the described Pin of lower floor sets a roof beam in place is channel-section steel, and described perpendicular support and diagonal brace are angle steel.
The longeron that described Pin down sets a roof beam in place is provided with several downward suspension centres, and the longeron that described upward Pin sets a roof beam in place is provided with the suspension centre that several make progress.
Claims (5)
1. steel bar framework of box beam integral hoisting suspension bracket, comprise that upper strata Pin sets a roof beam in place and the Pin of lower floor sets a roof beam in place, described upper strata Pin set a roof beam in place set a roof beam in place than lower floor Pin slightly narrow, width that the described Pin of lower floor sets a roof beam in place and the width of steel bar framework of box beam coupling, it is characterized in that: be connected with perpendicular support and diagonal brace between described upper strata Pin sets a roof beam in place and the Pin of lower floor sets a roof beam in place, described diagonal brace infall connects by connecting panel.
2. steel bar framework of box beam integral hoisting suspension bracket according to claim 1, it is characterized in that: described upper strata Pin sets a roof beam in place, the Pin of lower floor sets a roof beam in place all contains several longitudinal and cross beams, described longeron is parallel with the length direction of this suspension bracket, and the Width of described crossbeam and this suspension bracket is parallel.
3. steel bar framework of box beam integral hoisting suspension bracket according to claim 2 is characterized in that: the longeron that described upper strata Pin sets a roof beam in place on top, crossbeam is in the bottom; The longeron that the described Pin of lower floor sets a roof beam in place in the bottom, crossbeam is on top.
4. steel bar framework of box beam integral hoisting suspension bracket according to claim 2 is characterized in that: the longitudinal and cross beam that described upper strata Pin sets a roof beam in place is channel-section steel, and the longitudinal and cross beam that the described Pin of lower floor sets a roof beam in place is channel-section steel, and described perpendicular support and diagonal brace are angle steel.
5. steel bar framework of box beam integral hoisting suspension bracket according to claim 2 is characterized in that: the longeron that the described Pin of lower floor sets a roof beam in place is provided with several downward suspension centres, and the longeron that described upper strata Pin sets a roof beam in place is provided with the suspension centre that several make progress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202891703U CN201809042U (en) | 2010-08-12 | 2010-08-12 | Lifting frame for lifting whole steel reinforcement framework of box beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202891703U CN201809042U (en) | 2010-08-12 | 2010-08-12 | Lifting frame for lifting whole steel reinforcement framework of box beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201809042U true CN201809042U (en) | 2011-04-27 |
Family
ID=43891982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202891703U Expired - Fee Related CN201809042U (en) | 2010-08-12 | 2010-08-12 | Lifting frame for lifting whole steel reinforcement framework of box beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201809042U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383376A (en) * | 2011-08-15 | 2012-03-21 | 中铁六局集团有限公司 | Ground moulding and integral hoisting method for large-tonnage steel bar bound finished product member |
| CN105540422A (en) * | 2016-01-06 | 2016-05-04 | 北京航天发射技术研究所 | Extending hanger-shaft type light lifting fixture for turning over and product turnover method |
| CN108557627A (en) * | 2018-05-25 | 2018-09-21 | 浙江交工集团股份有限公司 | The integral type suspender of prefabricated part hanging in bale handle station |
| CN113896084A (en) * | 2021-08-26 | 2022-01-07 | 舟山长宏国际船舶修造有限公司 | Single loop wheel machine hoist and mount overlength fan blade gallows |
-
2010
- 2010-08-12 CN CN2010202891703U patent/CN201809042U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383376A (en) * | 2011-08-15 | 2012-03-21 | 中铁六局集团有限公司 | Ground moulding and integral hoisting method for large-tonnage steel bar bound finished product member |
| CN105540422A (en) * | 2016-01-06 | 2016-05-04 | 北京航天发射技术研究所 | Extending hanger-shaft type light lifting fixture for turning over and product turnover method |
| CN105540422B (en) * | 2016-01-06 | 2017-10-03 | 北京航天发射技术研究所 | The overhanging upset of hanging shaft type lightweight lifting type frame and product method for turning |
| CN108557627A (en) * | 2018-05-25 | 2018-09-21 | 浙江交工集团股份有限公司 | The integral type suspender of prefabricated part hanging in bale handle station |
| CN113896084A (en) * | 2021-08-26 | 2022-01-07 | 舟山长宏国际船舶修造有限公司 | Single loop wheel machine hoist and mount overlength fan blade gallows |
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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: 20110427 Termination date: 20190812 |