CN103628407A - Variable-cross-section beam hanging basket suspension for bridge - Google Patents
Variable-cross-section beam hanging basket suspension for bridge Download PDFInfo
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- CN103628407A CN103628407A CN201210304756.6A CN201210304756A CN103628407A CN 103628407 A CN103628407 A CN 103628407A CN 201210304756 A CN201210304756 A CN 201210304756A CN 103628407 A CN103628407 A CN 103628407A
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Abstract
The invention relates to a variable-cross-section beam hanging basket suspension for a bridge. The variable-cross-section beam hanging basket suspension for the bridge comprises a boundary beam, a variable-cross-section beam, a middle beam, a wall-against pad, a fixed steel wire rope, a fixed movable pulley and an I-shaped steel track. The boundary beam, the variable-cross-section beam and the middle beam are formed by welding square tubes, and the boundary beam, the variable-cross-section beam and the middle beam are welded to form the integrated suspension. The wall-against pad is arranged above the variable-cross-section beam, the fixed steel wire rope and the fixed movable pulley are arranged above the middle beam, and the I-shaped steel track is arranged below the boundary beam. The variable-cross-section beam hanging basket suspension for the bridge has the advantages that the structure is ingenious and reasonable, the variable-cross-section beam hanging basket suspension for the bridge is fixed to the bottom of the great bridge, the whole suspension is pressed on the lower surface of the great bridge with the coordination of the wall-against pad, and therefore vibration, caused by external force disturbance, of the suspension cannot occur.
Description
Technical field
The invention belongs to building machinery technical field, relate to a kind of aerial lift device, specifically a kind of bridge cradle with variable-section beam suspension.
Background technology
Hanging basket be a kind of can reusable novel high-rise working equipment, it can replace traditional scaffold, reduces labor intensity, and increases work efficiency, and is mainly in the operations such as the external wall construction that is applied in high-rise building, maintenance cleaning.For some mega project, in the object of construction production such as bridge, standard hanging basket suspension can not meet construction requirement, now needs to design Special-shaped hanging basket suspension.
Summary of the invention
The object of the invention is to overcome above shortcomings in prior art, and a kind of bridge cradle with variable-section beam suspension in large bridges is provided.
According to technical scheme provided by the invention: described bridge with cradle with variable-section beam suspension comprise side bar, non-uniform beam, central sill, by wall pad, fixedly wire rope, fixedly movable pulley and i-beam track.
As a further improvement on the present invention, described side bar, non-uniform beam and central sill are formed by square tubes soldering, side bar, non-uniform beam and the central sill suspension that is welded as a whole.
As a further improvement on the present invention, described non-uniform beam top is provided with by wall pad, and central sill top is provided with fixedly wire rope and fixedly movable pulley, and side bar below is provided with i-beam track.
The present invention compared with prior art, advantage is: structure is ingenious rationally, side bar, non-uniform beam, central sill are fixed on large pars basilaris pontis as a whole suspension, coordinate by wall pad suspension integral body is pressed on below bridge, thereby make suspension not be subject to outer force-disturbance and shake.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Description of reference numerals:
1-side bar, 2-non-uniform beam, 3-central sill, 4-by the wire rope, 6 of wall pad, 5-fixedly-fixedly movable pulley, 7-i-beam track.
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The specific embodiment
Below in conjunction with concrete drawings and Examples, the invention will be further described.
As shown in Figure 1: the present invention mainly by side bar 1, non-uniform beam 2, central sill 3, by wall pad 4, fixedly wire rope 5, fixedly movable pulley 6 and i-beam track 7 form; Described side bar 1, non-uniform beam 2 and central sill 3 are formed by square tubes soldering, side bar 1, non-uniform beam 2, central sill 3 suspension that is welded as a whole, non-uniform beam 2 tops are provided with by wall pad 4, and central sill 3 tops are provided with fixedly wire rope 5 and fixedly movable pulley 6, and side bar 1 below is provided with i-beam track 7.
During concrete application, side bar 1, non-uniform beam 2, central sill 3 as a whole suspension by fixing wire rope 5 and fixedly movable pulley 6 be fixed on large pars basilaris pontis, coordinating by wall pad 4 is pressed on below bridge suspension integral body, thereby make suspension not be subject to outer force-disturbance and shake, i-beam track 7 is hanging basket below.
Claims (3)
1. a bridge cradle with variable-section beam suspension, is characterized in that: this bridge with cradle with variable-section beam suspension comprise side bar (1), non-uniform beam (2), central sill (3), by wall pad (4), fixedly wire rope (5), fixedly movable pulley (6) and i-beam track (7).
2. bridge as claimed in claim 1 cradle with variable-section beam suspension, it is characterized in that: described side bar (1), non-uniform beam (2), central sill (3) are formed by square tubes soldering side bar (1), non-uniform beam (2) and central sill (3) suspension that is welded as a whole.
3. bridge as claimed in claim 1 cradle with variable-section beam suspension, it is characterized in that: described non-uniform beam (2) top is provided with by wall pad (4), central sill (3) top is provided with fixedly wire rope (5) and fixedly movable pulley (6), and side bar (1) below is provided with i-beam track (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210304756.6A CN103628407A (en) | 2012-08-25 | 2012-08-25 | Variable-cross-section beam hanging basket suspension for bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210304756.6A CN103628407A (en) | 2012-08-25 | 2012-08-25 | Variable-cross-section beam hanging basket suspension for bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103628407A true CN103628407A (en) | 2014-03-12 |
Family
ID=50209834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210304756.6A Pending CN103628407A (en) | 2012-08-25 | 2012-08-25 | Variable-cross-section beam hanging basket suspension for bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103628407A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000144635A (en) * | 1998-11-18 | 2000-05-26 | Dekku:Kk | Method of constructing sound absorbing scaffold under elevated bridge |
| CN101555680A (en) * | 2009-04-14 | 2009-10-14 | 中铁一局集团有限公司 | Large-span Pi type socle beam construction process in non-rope area of cable stayed bridge |
| KR100929557B1 (en) * | 2009-05-29 | 2009-12-03 | 태우디엔씨 주식회사 | Beam constructing structure for charge type steel box and i-beam girder of bridge |
| CN101736696A (en) * | 2009-12-10 | 2010-06-16 | 郑州大方桥梁机械有限公司 | Highway-railway dual-purpose box-shaped double-beam T-shaped beam bridge girder erection machine |
| CN202265777U (en) * | 2011-09-23 | 2012-06-06 | 江苏雄宇重工科技股份有限公司 | Suspension of bridge cradle with variable-section beam |
-
2012
- 2012-08-25 CN CN201210304756.6A patent/CN103628407A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000144635A (en) * | 1998-11-18 | 2000-05-26 | Dekku:Kk | Method of constructing sound absorbing scaffold under elevated bridge |
| CN101555680A (en) * | 2009-04-14 | 2009-10-14 | 中铁一局集团有限公司 | Large-span Pi type socle beam construction process in non-rope area of cable stayed bridge |
| KR100929557B1 (en) * | 2009-05-29 | 2009-12-03 | 태우디엔씨 주식회사 | Beam constructing structure for charge type steel box and i-beam girder of bridge |
| CN101736696A (en) * | 2009-12-10 | 2010-06-16 | 郑州大方桥梁机械有限公司 | Highway-railway dual-purpose box-shaped double-beam T-shaped beam bridge girder erection machine |
| CN202265777U (en) * | 2011-09-23 | 2012-06-06 | 江苏雄宇重工科技股份有限公司 | Suspension of bridge cradle with variable-section beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140312 |