CN103015321A - Overlong hanging basket for triangular truss combined type bridge - Google Patents
Overlong hanging basket for triangular truss combined type bridge Download PDFInfo
- Publication number
- CN103015321A CN103015321A CN2011102846548A CN201110284654A CN103015321A CN 103015321 A CN103015321 A CN 103015321A CN 2011102846548 A CN2011102846548 A CN 2011102846548A CN 201110284654 A CN201110284654 A CN 201110284654A CN 103015321 A CN103015321 A CN 103015321A
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- basket
- triangular truss
- basket body
- combined
- overlong
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Abstract
The invention relates to an overlong hanging basket for a triangular truss combined type bridge. The overlong hanging basket for the triangular truss combined type bridge comprises triangular truss combined basket bodies, combined flanges and guardrail vertical rods; and the triangular truss combined basket bodies are welded into a space triangular prism structure by three parallel basket body main trusses and a plurality of basket body subsidiary trusses. The combined flanges are arranged at three angular points of the triangular truss combined basket bodies, and the combined basket bodies are in but joint with one another by the combined flanges two by two to form an overlong combined basket body. The overlong hanging basket has the advantages that the overlong hanging basket is ingenious and reasonable in structure; the combined basket bodies are combined with one another by the combined flanges two by two, so that the structure of the overlong hanging basket is convenient, fast and flexible to disassemble and assemble; and the length of the overlong hanging basket body is determined by the number of the formed basket bodies, so that the overlong hanging basket is suitable for the construction of bridges with different bridge floor widths.
Description
Technical field
The invention belongs to the building machinery technical field, relate to a kind of aerial lift device, specifically a kind of triangular truss combined type ultralong hanging basket for bridge.
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 mainly is in the operations such as the external wall construction that is applied in high-rise building, maintenance cleaning.Hanging basket adopts small-sized basket body mostly, and for some mega project, for example bridge requires many people in the simultaneously operation of full span in the engineering, and this moment, small-sized basket body was no longer applicable.
Summary of the invention
The object of the invention is to overcome above shortcomings in the prior art, provides large bridges a kind of triangular truss combined type ultralong hanging basket for bridge.
According to technical scheme provided by the invention: described triangular truss combined type ultralong hanging basket for bridge comprises triangular truss combination basket body and accessory combining, described triangular truss combination basket body is comprised of basket body main truss, basket body time purlin, and described accessory combining is comprised of Ifold flange and vertical rod of guardrail; Described triangular truss combination basket body is welded by three parallel basket body main trusses and several basket body time purlin and is the space triangular prism structure.
As a further improvement on the present invention, described Ifold flange is arranged on three corner points of triangular truss combination basket body, and the guardrail fixed disk is arranged on the top of triangular truss combination basket body.
As a further improvement on the present invention, be provided with flange reinforcing ribs and combination installing hole on the described Ifold flange, be provided with guardrail rope hole on the vertical rod of guardrail.
As a further improvement on the present invention, described combination basket body docks in twos by Ifold flange and forms superlong array basket body.
The present invention compared with prior art, advantage is: structure is ingenious rationally, and described combination basket body is combined into triangular truss combined type ultralong hanging basket for bridge basket body in twos by Ifold flange, and this structure is particularly useful for the maintenance of bridge bottom.Overlength hanging basket basket body is interconnected mutually by flange, bolt, and it is convenient, flexible that combining structure disconnects.The length of overlength hanging basket basket body is definite by the combination basket body number that forms, thereby is adapted to the bridge construction of different bridge deck widths.
Description of drawings
Fig. 1 is structural front view of the present invention, and Fig. 2 is lateral view.
Description of reference numerals:
1-basket body main truss, 2-basket body time purlin, 3-Ifold flange, 4-guardrail fixed disk, 5-vertical rod of guardrail, 6-flange reinforcing ribs, 7-combination installing hole, 8-guardrail rope hole.
The specific embodiment
The invention will be further described below in conjunction with concrete drawings and Examples.
As shown in Figure 1 and Figure 2: the present invention mainly is comprised of triangular truss combination basket body and accessory combining, and described triangular truss combination basket body is comprised of basket body main truss 1, basket body time purlin 2, and described accessory combining is comprised of Ifold flange 3 and vertical rod of guardrail 5; Described triangular truss combination basket body is welded by three parallel basket body main trusses 1 and several basket body time purlin 2 and is the space triangular prism structure; Described Ifold flange 3 is arranged on three corner points of triangular truss combination basket body, guardrail fixed disk 4 is arranged on the top of triangular truss combination basket body, be provided with flange reinforcing ribs 6 and combination installing hole 7 on the Ifold flange 3, be provided with guardrail rope hole 8 on the vertical rod of guardrail 5.
During concrete the application, a certain combination basket body and next combination basket body dock by Ifold flange 3 separately, and by bolt (not shown in FIG.) by the combination installing hole 7 tighten up connection, each makes up the basket body and is connected to form in twos successively superlong array basket body, and flange reinforcing ribs 6 plays the effect of reinforcing Ifold flange 3; Vertical rod of guardrail 5 docks with guardrail fixed disk 4 and is fixing by bolt (not shown in FIG.), and wire rope (not shown in FIG.) passes guardrail rope hole 8 and forms guard bar structure, guarantees staff's safety.
Claims (4)
1. triangular truss combined type ultralong hanging basket for bridge, it is characterized in that: this triangular truss combined type ultralong hanging basket for bridge comprises triangular truss combination basket body and accessory combining, described triangular truss combination basket body is comprised of basket body main truss (1), basket body time purlin (2), and described accessory combining is comprised of Ifold flange (3) and vertical rod of guardrail (5); Described triangular truss combination basket body is welded by three parallel basket body main trusses (1) and several basket body time purlin (2) and is the space triangular prism structure.
2. triangular truss combined type ultralong hanging basket for bridge as claimed in claim 1, it is characterized in that: described Ifold flange (3) is arranged on three corner points of triangular truss combination basket body, and guardrail fixed disk (4) is arranged on the top of triangular truss combination basket body.
3. triangular truss combined type ultralong hanging basket for bridge as claimed in claim 1, it is characterized in that: be provided with flange reinforcing ribs (6) and combination installing hole (7) on the described Ifold flange (3), be provided with guardrail rope hole (8) on the vertical rod of guardrail (5).
4. triangular truss combined type ultralong hanging basket for bridge as claimed in claim 1 is characterized in that: described combination basket body dock formation superlong array basket body in twos by Ifold flange (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011102846548A CN103015321A (en) | 2011-09-23 | 2011-09-23 | Overlong hanging basket for triangular truss combined type bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011102846548A CN103015321A (en) | 2011-09-23 | 2011-09-23 | Overlong hanging basket for triangular truss combined type bridge |
Publications (1)
Publication Number | Publication Date |
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CN103015321A true CN103015321A (en) | 2013-04-03 |
Family
ID=47964385
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2011102846548A Pending CN103015321A (en) | 2011-09-23 | 2011-09-23 | Overlong hanging basket for triangular truss combined type bridge |
Country Status (1)
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CN (1) | CN103015321A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106703381A (en) * | 2017-02-09 | 2017-05-24 | 大连中远船务工程有限公司 | Super long span without supporting truss walking board |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2562033Y (en) * | 2002-07-16 | 2003-07-23 | 孙晓球 | Foldable truss |
CN201593299U (en) * | 2009-12-08 | 2010-09-29 | 无锡华科机械设备有限公司 | Hanging basket for construction engineering |
KR20100108930A (en) * | 2009-03-31 | 2010-10-08 | 김학권 | The method of manufacturing for main girder with prefabricated truss type structure and the method of constructing for bridge by using the upper method |
CN101967799A (en) * | 2010-11-16 | 2011-02-09 | 中铁二十四局集团有限公司 | Light-weight truss cradle |
CN201786005U (en) * | 2010-05-19 | 2011-04-06 | 无锡吊蓝机械制造有限公司 | Ultra-long cradle combination |
CN201901847U (en) * | 2010-12-08 | 2011-07-20 | 四川路航建设工程有限责任公司 | Jack loading triangular truss hanging basket |
CN202265776U (en) * | 2011-09-23 | 2012-06-06 | 江苏雄宇重工科技股份有限公司 | Triangular truss combined type ultralong hanging basket for bridge |
-
2011
- 2011-09-23 CN CN2011102846548A patent/CN103015321A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2562033Y (en) * | 2002-07-16 | 2003-07-23 | 孙晓球 | Foldable truss |
KR20100108930A (en) * | 2009-03-31 | 2010-10-08 | 김학권 | The method of manufacturing for main girder with prefabricated truss type structure and the method of constructing for bridge by using the upper method |
CN201593299U (en) * | 2009-12-08 | 2010-09-29 | 无锡华科机械设备有限公司 | Hanging basket for construction engineering |
CN201786005U (en) * | 2010-05-19 | 2011-04-06 | 无锡吊蓝机械制造有限公司 | Ultra-long cradle combination |
CN101967799A (en) * | 2010-11-16 | 2011-02-09 | 中铁二十四局集团有限公司 | Light-weight truss cradle |
CN201901847U (en) * | 2010-12-08 | 2011-07-20 | 四川路航建设工程有限责任公司 | Jack loading triangular truss hanging basket |
CN202265776U (en) * | 2011-09-23 | 2012-06-06 | 江苏雄宇重工科技股份有限公司 | Triangular truss combined type ultralong hanging basket for bridge |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106703381A (en) * | 2017-02-09 | 2017-05-24 | 大连中远船务工程有限公司 | Super long span without supporting truss walking board |
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C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C05 | Deemed withdrawal (patent law before 1993) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130403 |