CN204661146U - That lifts by crane for auxiliary large-scale component stands up bearing - Google Patents
That lifts by crane for auxiliary large-scale component stands up bearing Download PDFInfo
- Publication number
- CN204661146U CN204661146U CN201520244621.4U CN201520244621U CN204661146U CN 204661146 U CN204661146 U CN 204661146U CN 201520244621 U CN201520244621 U CN 201520244621U CN 204661146 U CN204661146 U CN 204661146U
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- China
- Prior art keywords
- sleeper
- diagonal brace
- trench structure
- crossbeam
- crane
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Abstract
The utility model discloses a kind of lift by crane for auxiliary large-scale component stand up bearing, comprise two seat beams be parallel to each other, seat beam described in every root is connected with a pillar stiffener, described pillar stiffener is connected with crossbeam, diagonal brace after diagonal brace and before being provided with between seat beam described in described crossbeam and every root; The upper surface of the upper surface of described front diagonal brace, the upper surface of described seat beam and described crossbeam is all formed with trench structure, completely sleeper I is covered with in the trench structure of described crossbeam, sleeper II is completely covered with in the trench structure of described front diagonal brace, the trench structure being positioned at described front diagonal brace front at described seat beam is completely covered with sleeper III, and the upper surface of the upper surface of described sleeper I, the upper surface of described sleeper II and described sleeper III all protrudes outside corresponding trench structure.The utility model can carry out 90 ° to large-scale component and stand up, and can avoid hugely rocking impact tower crane.
Description
Technical field
The utility model relates to a kind of auxiliary device lifting by crane large-scale component, particularly a kind of bearing of auxiliary large-scale component hoisting and overturning.
Background technology
At present, in Super High construction, generally utilize movable arm tower to lift steel pipe column and concrete component, and the weight of part large-scale component can reach more than 30t, for LH800-63 type tower crane, its lifting radius 25m, biggest lifting capacity 63t, minimum hoisting capacity 42.76t, such lifting weight often can exceed more than 50% of the tower crane biggest lifting capacity, so how to lift by crane this class A of geometric unitA and reduce its impact to tower crane, has become the difficult problem needing solution in engineering badly.Often need during large-scale component lifting to lift by crane position to measures such as it stand up to adjust it, be beneficial to lifting component to install to assigned address.Because the cross section of large-scale component is comparatively large, deals with improperly if stand up, very easily tower crane is impacted, produce stress and concentrate, damage tower crane.In addition, large-scale component stands up process according to human assistance, very easily causes life danger to workman.
Summary of the invention
The utility model for solve in known technology the technical matters that exists and provide a kind of lift by crane for auxiliary large-scale component stand up bearing, large-scale component is progressively overturn in the process of standing up, slow in one's movements and uniform force, can avoid hugely rocking impact tower crane.
The utility model for the technical scheme solving in known technology the technical matters that exists and take is: a kind of lift by crane for auxiliary large-scale component stand up bearing, comprise two seat beams be parallel to each other, seat beam described in every root is connected with a pillar stiffener, described pillar stiffener is connected with crossbeam, diagonal brace after diagonal brace and before being provided with between seat beam described in described crossbeam and every root; The upper surface of the upper surface of described front diagonal brace, the upper surface of described seat beam and described crossbeam is all formed with trench structure, completely sleeper I is covered with in the trench structure of described crossbeam, sleeper II is completely covered with in the trench structure of described front diagonal brace, the trench structure being positioned at described front diagonal brace front at described seat beam is completely covered with sleeper III, and the upper surface of the upper surface of described sleeper I, the upper surface of described sleeper II and described sleeper III all protrudes outside corresponding trench structure.
Described seat beam, described crossbeam, described pillar stiffener and described front diagonal brace are all made up of H profile steel.
Described rear diagonal brace is made up of spiral steel pipe.
The advantage that the utility model has and good effect are: can carry out 90 ° to large-scale component and stand up, be adjusted to by component and accurately lift by crane position; Stand up in process, hoisting component can slowly overturn and uniform force, can avoid hugely rocking impact tower crane.In addition, the utility model adopts shaped steel, spiral steel pipe and sleeper to make, and has simple for production, and weight is relatively light, the advantage such as easily to move.
Accompanying drawing explanation
Fig. 1 is side schematic view of the present utility model;
Fig. 2 is plan sketch of the present utility model (not being with sleeper);
Fig. 3 is front elevational schematic view (not being with sleeper) of the present utility model;
Fig. 4 is rear elevational schematic view (not being with sleeper) of the present utility model.
In figure: 1, rear diagonal brace; 2-1, sleeper I; 2-2, sleeper II; 2-3, sleeper III; 3, crossbeam; 4, front diagonal brace; 5, seat beam; 6, pillar stiffener.
Detailed description of the invention
For summary of the invention of the present utility model, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1 ~ Fig. 4, a kind of lift by crane for auxiliary large-scale component stand up bearing, comprise two seat beams 5 be parallel to each other, seat beam 5 described in every root is connected with a pillar stiffener 6, described pillar stiffener 6 is connected with crossbeam 3, diagonal brace 4 and a rear diagonal brace 1 before being provided with one between seat beam 5 described in described crossbeam 3 and every root; The upper surface of the upper surface of described front diagonal brace 4, the upper surface of described seat beam 5 and described crossbeam 3 is all formed with trench structure, sleeper I 2-1 is completely covered with in the trench structure of described crossbeam 3, in the trench structure of described front diagonal brace 4, be completely covered with sleeper II 2-2, the trench structure being positioned at described front diagonal brace 4 front at described seat beam 5 is completely covered with sleeper III 2-3.
In the present embodiment, described seat beam 5, described crossbeam 3, described pillar stiffener 6 and described front diagonal brace 4 are all made up of H profile steel.Described rear diagonal brace 1 is made up of spiral steel pipe.
During use, first make steel pipe column overturn with the contact wire of itself and sleeper III, then make steel pipe column overturn with the contact wire of itself and sleeper I, and the position of limit flipping side adjustment steel pipe column, in 90 °ly to stand up until steel pipe column is complete.
Although be described preferred embodiment of the present utility model by reference to the accompanying drawings above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; do not departing under the ambit that the utility model aim and claim protect, can also make a lot of form, these all belong within protection domain of the present utility model.
Claims (3)
1. one kind lift by crane for auxiliary large-scale component stand up bearing, it is characterized in that, comprise two seat beams be parallel to each other, seat beam described in every root is connected with a pillar stiffener, described pillar stiffener is connected with crossbeam, diagonal brace after diagonal brace and before being provided with between seat beam described in described crossbeam and every root; The upper surface of the upper surface of described front diagonal brace, the upper surface of described seat beam and described crossbeam is all formed with trench structure, completely sleeper I is covered with in the trench structure of described crossbeam, sleeper II is completely covered with in the trench structure of described front diagonal brace, the trench structure being positioned at described front diagonal brace front at described seat beam is completely covered with sleeper III, and the upper surface of the upper surface of described sleeper I, the upper surface of described sleeper II and described sleeper III all protrudes outside corresponding trench structure.
2. according to claim 1 lift by crane for auxiliary large-scale component stand up bearing, it is characterized in that, described seat beam, described crossbeam, described pillar stiffener and described front diagonal brace are all made up of H profile steel.
3. according to claim 1 lift by crane for auxiliary large-scale component stand up bearing, it is characterized in that, described rear diagonal brace is made up of spiral steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520244621.4U CN204661146U (en) | 2015-04-21 | 2015-04-21 | That lifts by crane for auxiliary large-scale component stands up bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520244621.4U CN204661146U (en) | 2015-04-21 | 2015-04-21 | That lifts by crane for auxiliary large-scale component stands up bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204661146U true CN204661146U (en) | 2015-09-23 |
Family
ID=54131557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520244621.4U Expired - Fee Related CN204661146U (en) | 2015-04-21 | 2015-04-21 | That lifts by crane for auxiliary large-scale component stands up bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204661146U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109081240A (en) * | 2018-07-26 | 2018-12-25 | 中交第航务工程局有限公司 | A kind of wedge type large-diameter circular tubing string hoisting and overturning device |
| CN110921507A (en) * | 2019-12-20 | 2020-03-27 | 浙江精工钢结构集团有限公司 | Steel column lifting stability control support and lifting method |
| CN114232898A (en) * | 2021-12-22 | 2022-03-25 | 中铁三局集团建筑安装工程有限公司 | Large-section rectangular thick plate concrete-filled steel tube column and construction method |
-
2015
- 2015-04-21 CN CN201520244621.4U patent/CN204661146U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109081240A (en) * | 2018-07-26 | 2018-12-25 | 中交第航务工程局有限公司 | A kind of wedge type large-diameter circular tubing string hoisting and overturning device |
| CN109081240B (en) * | 2018-07-26 | 2019-08-20 | 中交第一航务工程局有限公司 | A kind of wedge type large-diameter circular tubing string hoisting and overturning device |
| CN110921507A (en) * | 2019-12-20 | 2020-03-27 | 浙江精工钢结构集团有限公司 | Steel column lifting stability control support and lifting method |
| CN110921507B (en) * | 2019-12-20 | 2021-07-16 | 浙江精工钢结构集团有限公司 | Steel column lifting stability control support and lifting method |
| CN114232898A (en) * | 2021-12-22 | 2022-03-25 | 中铁三局集团建筑安装工程有限公司 | Large-section rectangular thick plate concrete-filled steel tube column and construction method |
| CN114232898B (en) * | 2021-12-22 | 2023-09-01 | 中铁三局集团建筑安装工程有限公司 | Large-section rectangular thick plate steel tube concrete column and construction method |
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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: 20150923 |