CN201901516U - Detachable steel structural hoisting fixture - Google Patents
Detachable steel structural hoisting fixture Download PDFInfo
- Publication number
- CN201901516U CN201901516U CN2010206581091U CN201020658109U CN201901516U CN 201901516 U CN201901516 U CN 201901516U CN 2010206581091 U CN2010206581091 U CN 2010206581091U CN 201020658109 U CN201020658109 U CN 201020658109U CN 201901516 U CN201901516 U CN 201901516U
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- CN
- China
- Prior art keywords
- hoisting
- suspension clamp
- steel structure
- plate
- clamp plate
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- Expired - Fee Related
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Abstract
The utility model discloses a detachable steel structural hoisting fixture, which is characterized by comprising two hoisting and clamping plates and a connecting plate. A rectangular groove is arranged on the lower portion of each hoisting and clamping plate, a shackle hole is arranged on the upper portion of each hoisting and clamping plate, and the two hoisting and clamping plates are integrally connected with each other via the connecting plate. The connecting plate and the hoisting and clamping plates are provided with connecting holes and are connected with each other via high-strength bolts. The connecting plate is fixed in the middles of the two hoisting and clamping plates. The shackle holes on the upper portions of the hoisting and clamping plates are connected with shackles, and the shackles are connected with hoisting steel wire ropes. The lower edge of a opening of the groove of each hoisting and clamping plate is shorter than the upper edge of the groove of each hoisting and clamping plate by 40 millimeters to 50 millimeters. The opening of the groove of each hoisting and clamping plate is correspondingly inserted into a steel structural top flange plate to extend to a web plate. The detachable steel structural hoisting fixture has the following advantages of (1) convenience in detachment and flexible adjustment and movement, (2), capabilities of accelerating hoisting schedule, reducing dependence on a tower crane and shortening construction period, (3), high safety and accurate location, and (4) simplicity in manufacture and high transfer rate and generality.
Description
Technical field
The utility model relates to a kind of detachable steel structure stone tongs.
Background technology
Strengthening concrete structure and steel structure are very general in architecture structure form of today, and its engineering steel structure steel using amount is big, mostly version is its principal feature.Reinforced concrete column, change girder steel, the application of changing steel structural form such as big truss, metal Roof is very general, the steel structure hoisting work capacity also increases thereupon, yet under tradition lifting mode steel structure not only lift efficient low, the lifting setup time long, and rely on very serious for on-the-spot tower crane, usually produce and obviously conflict, usually bring negative effect for the overall progress of engineering with civil engineering.
The utility model content
Technical problem to be solved in the utility model provides a kind of detachable steel structure stone tongs, can be in steel frame beam, conversion girder steel, transfer truss hoisting process, by using detachable suspender to improve steel structure hoisting efficient, increase the safety of steel lifting component, stability, guaranteed the Construction of Steel Structure progress, shortened the construction period, alleviated dependence tower crane.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of detachable steel structure stone tongs is characterized in that: described stone tongs comprises two blocks of suspension clamp plates and connecting panel; Described suspension clamp plate bottom is provided with rectangular recess, and suspension clamp plate top is provided with shackle eye, and two blocks of suspension clamp plates link into an integrated entity by connecting panel.
Described connecting panel and suspension clamp plate are provided with connecting bore, connect by high strength bolt.
Described connecting panel is fixed on the middle part of two blocks of suspension clamp plates.
The shackle eye joining shackle on described suspension clamp plate top unloads and buckles connection lifting steel rope.
Described every suspension clamp plate groove notch lower edge is than the short 40-50 millimeter in upper edge.
The corresponding steel structure top flange plate that inserts of described every suspension clamp plate groove notch is until web.
The utlity model has following beneficial effect: (1) convenient disassembly, adjust, move flexibly; (2) accelerate the lifting progress, reduce dependence, the reduction of erection time tower crane; (3) safe, in place accurate; (4) make simply turnover rate height, highly versatile.
Description of drawings
Fig. 1 is the utility model suspension clamp plate structure scheme drawing
Fig. 2 is the utility model connecting panel structural representation
Among the figure: 1-suspension clamp plate, 2-connecting panel, 3-shackle eye, 4-connecting bore, 5-suspension clamp plate groove.
The specific embodiment
The utility model is described in further detail below in conjunction with Figure of description.
Shown in Fig. 1-2, a kind of detachable steel structure stone tongs is characterized in that: described stone tongs comprises two blocks of suspension clamp plates 1 and connecting panel; Described suspension clamp plate 1 bottom is provided with rectangular recess 5, and suspension clamp plate 1 top is provided with 3, two blocks of suspension clamp plates 1 of shackle eye and links into an integrated entity by connecting panel 2.
Described connecting panel 2 and suspension clamp plate 1 are provided with connecting bore 4, connect by high strength bolt.
Described connecting panel 2 is fixed on the middle part of two blocks of suspension clamp plates 1.
Described every suspension clamp plate groove 5 notch lower edges are than the short 40-50 millimeter in upper edge.
The corresponding steel structure top flange plate that inserts of described every suspension clamp plate groove 5 notches is until web.
Suspension clamp plate 1: detachable suspension clamp adopts the Q345B low-alloy steel to be made, thickness of slab 30mm, on open 3 two of diameter 40mm shackle eyes, hole for hoist is back gauge 80mm apart from member outside, guarantees steel rope shackle connection.Suspension clamp bottom fluting, groove width 70mm, flute length 700mm.
Connecting panel 2: connecting panel adopts the Q345B steel to be processed into, thickness of slab 20mm, on open six of diameter 26mm connecting bores.
High strength bolt: the suspension clamp plate is connected by 10.9 grades of M24 high strength bolts, nut, pads with connecting panel, and the long 75mm of bolt, diameter are 24mm.
Steel rope shackle: adopt the shackle of D type, select the concrete model of shackle according to construction weight.
Specific implementation process is as follows: (1) stands up the steel member on the smooth ground of horizontalization, determines behind the member one side suspension centre with steel member web to be the boundary, and hanger plank lower recess alignment members top flange plate is inserted; (2) adjust two hanger planks 1 and by six high strength bolts a connecting panel 2 is being fixed on the hanger plank 1 behind the same plane, two hanger plank about 1 each three high strength bolts, the back that fixedly finishes is being fixed on another piece connecting panel the other side of hanger plank; (3) connecting panel fix the back with supporting packing ring and nut tighten, fixing, make be connected between connecting panel 2 and the hanger plank 1 tight; (4) shackle is inserted the shackle eye 3 on hanger plank top; (5) the steel rope two ends are inserted in shackle and tighten shackle respectively; (6) repeat the suspender installation that above 1-5 step is carried out an other side suspension centre; (7) can enter the steel structure hoisting link after the both sides suspender all installs.
Claims (6)
1. detachable steel structure stone tongs, it is characterized in that: described stone tongs comprises two blocks of suspension clamp plates and connecting panel; Described suspension clamp plate bottom is provided with rectangular recess, and suspension clamp plate top is provided with shackle eye, and two blocks of suspension clamp plates link into an integrated entity by connecting panel.
2. detachable steel structure stone tongs as claimed in claim 1 is characterized in that: described connecting panel and suspension clamp plate are provided with connecting bore, connect by high strength bolt.
3. detachable steel structure stone tongs as claimed in claim 1 is characterized in that: described connecting panel is fixed on the middle part of two blocks of suspension clamp plates.
4. detachable steel structure stone tongs as claimed in claim 1 is characterized in that: the shackle eye joining shackle on described suspension clamp plate top, unload and buckle connection lifting steel rope.
5. detachable steel structure stone tongs as claimed in claim 1 is characterized in that: described every suspension clamp plate groove notch lower edge is than the short 40-50 millimeter in upper edge.
6. detachable steel structure stone tongs as claimed in claim 1 is characterized in that: the corresponding steel structure top flange plate that inserts of described every suspension clamp plate groove notch is until web.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206581091U CN201901516U (en) | 2010-12-14 | 2010-12-14 | Detachable steel structural hoisting fixture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206581091U CN201901516U (en) | 2010-12-14 | 2010-12-14 | Detachable steel structural hoisting fixture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201901516U true CN201901516U (en) | 2011-07-20 |
Family
ID=44272114
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206581091U Expired - Fee Related CN201901516U (en) | 2010-12-14 | 2010-12-14 | Detachable steel structural hoisting fixture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201901516U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102295228A (en) * | 2011-08-17 | 2011-12-28 | 天津市建工工程总承包有限公司 | Steel sling for steel column |
| CN102733617A (en) * | 2012-06-26 | 2012-10-17 | 中建钢构有限公司 | Safety net hanger |
| CN103452045A (en) * | 2013-07-22 | 2013-12-18 | 武船重型工程股份有限公司 | Lossless steel bridge manufacturing process |
| CN104071690A (en) * | 2014-06-09 | 2014-10-01 | 四川川起钢结构有限公司 | Hoisting clamp |
| CN105834990A (en) * | 2016-05-19 | 2016-08-10 | 国家电网公司 | Detachment method for sectioned water guide shoes, and detachment tool |
-
2010
- 2010-12-14 CN CN2010206581091U patent/CN201901516U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102295228A (en) * | 2011-08-17 | 2011-12-28 | 天津市建工工程总承包有限公司 | Steel sling for steel column |
| CN102295228B (en) * | 2011-08-17 | 2013-05-29 | 天津市建工工程总承包有限公司 | Steel sling for steel column |
| CN102733617A (en) * | 2012-06-26 | 2012-10-17 | 中建钢构有限公司 | Safety net hanger |
| CN103452045A (en) * | 2013-07-22 | 2013-12-18 | 武船重型工程股份有限公司 | Lossless steel bridge manufacturing process |
| CN104071690A (en) * | 2014-06-09 | 2014-10-01 | 四川川起钢结构有限公司 | Hoisting clamp |
| CN104071690B (en) * | 2014-06-09 | 2016-06-22 | 四川川起钢结构有限公司 | Stone tongs |
| CN105834990A (en) * | 2016-05-19 | 2016-08-10 | 国家电网公司 | Detachment method for sectioned water guide shoes, and detachment tool |
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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: 20110720 Termination date: 20181214 |