CN103590594A - Assembly type berm - Google Patents
Assembly type berm Download PDFInfo
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- CN103590594A CN103590594A CN201310565024.7A CN201310565024A CN103590594A CN 103590594 A CN103590594 A CN 103590594A CN 201310565024 A CN201310565024 A CN 201310565024A CN 103590594 A CN103590594 A CN 103590594A
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- packway
- berm
- force bearing
- bearing component
- installing
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Abstract
The invention discloses an assembly type berm, and relates to the field of steel structures. The berm comprises a road surface plate and further comprises a main force bearing component, an auxiliary force bearing component and a connecting piece, wherein the main force bearing component and the auxiliary force bearing component are connected through the connecting piece, a berm installing part is arranged on the main force bearing component and comprises a hoop and a U-type hoop which are fixed through screwed connection, and the main force bearing component is placed in a U-type groove in the U-type hoop in an installation mode. An original traditional welding installation mode is abandoned, the berm is formed in an assembled mode, influence caused by construction on the finished product is reduced, moreover, an installing worker only needs to directly install component materials in needed places, the assembly type berm is easier and more convenient to use for the installing worker, construction operation procedures are reduced, installing accuracy is high, and installing cost is low.
Description
Technical field
The present invention relates to field of steel structure, be specifically related to a kind of assembling berm structure.
Background technology
Generally at large-scale performance site as sports palace, cinema etc., in order to facilitate staff that the ancillary facilities such as light, sound equipment, stage machinery are set, the aisle in high-altitude walking and work for staff is set, this aisle is just called packway.
Packway adopts solder technology more at present, and after especially long-span roofing structure completes, when packway is installed, welding position is too high, is welded with difficulty.Also larger on impact around when carrying out weld job, the protection of finished product is also had a certain impact.
Summary of the invention
For above-mentioned prior art, the object of the present invention is to provide a kind of without welding assembling packway, with avoid overhead welding inconvenience and on the performance of packway material own and the impact on surrounding environment.
Solve the problems of the technologies described above in order to achieve the above object, the present invention adopts following technical scheme:
A packway, comprises road surface sheet material, it is characterized in that, also comprises main stress member, inferior primary structure member and connector, and described main stress member is connected through connector with time primary structure member; On described main stress member, dispose packway installed part, this packway installed part comprises anchor ear and U-shaped hoop, and anchor ear is fixing through being threaded with U-shaped hoop; Main stress member is installed and is placed in the U-shaped groove of U-shaped hoop.
Described main stress member is that packway girder, inferior primary structure member are packway secondary beam; The packway secondary beam link slot that described connector is integrated with packway girder on packway girder for processing.
Further, described road surface sheet material is checkered steel plate, and described checkered steel plate is fixed on time primary structure member through self threading pin.
Compared with prior art, the present invention has following beneficial effect:
One, the present invention has abandoned original traditional welded and installed mode, in assembling mode, forms, and has lowered the impact that construction brings finished product.
Two, the present invention is specially adapted to the situation of on some completed building, packway being installed, and construction material is directly installed in desired location, concerning installer, easier, reduced construction operation program, installation accuracy is higher, reduce cost, improved reliability.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present invention;
Fig. 2 is the connected node schematic diagram of assembling packway and original structure steel pipe;
Fig. 3 is the connected node schematic diagram of anchor ear and original structure steel pipe;
Fig. 4 is the connection diagram of packway girder and packway secondary beam;
The sectional view that Fig. 5 assembling packway is connected with original structure;
Reference numeral: 1 is that original structure steel pipe, 2 is that anchor ear, 3 is that packway girder, 4 is that packway secondary beam, 5 is that U-shaped hoop, 6 is that screw rod latch, 7 is bolt.
The specific embodiment
Below in conjunction with the drawings and the specific embodiments, the invention will be further described.
Original structure mentioned in this article refers to keel shoe reserved on building, and this keel shoe consists of steel pipe, is original structure steel pipe.
As shown in Figure 1, a kind of assembling packway, comprises road surface sheet material, it is characterized in that, also comprises main stress member, inferior primary structure member and connector, and described main stress member is connected through connector with time primary structure member; On described main stress member, dispose packway installed part, this packway installed part comprises anchor ear and U-shaped hoop, and anchor ear is fixing through being threaded with U-shaped hoop; Main stress member is installed and is placed in the U-shaped groove of U-shaped hoop.
When the present invention specifically implements, mainly comprise the following steps:
1, first make an anchor ear matching with original structure steel pipe, anchor ear is connected with original structure steel pipe by bolt.
2, will on described basis, with a U-shaped hoop, be connected with anchor ear above, U-shaped hoop be rotary hinged state being connected of anchor ear.
3, the groove the inside that again packway girder is placed on to U-shaped hoop, also arranges a packway secondary beam link slot above packway girder, can facilitate packway secondary beam to be connected with it.
4, then packway secondary beam is interconnected by this device and packway girder, and packway girder and packway secondary beam are in same plane.
5, finally the road slab shaped material of packway is placed in the plane that primary and secondary beam surrounds, by self threading pin, the ground surface material of packway is fixed on packway steel frame.
Described anchor ear is special to be formed, and its size matches with original structure steel pipe, and anchor ear is held fixedly original structure steel pipe tightly.On this anchor ear, be welded with in advance round steel, the round steel silk thread mouth of having got on the bus, the U-shaped trench bottom of U-shaped hoop open with round steel on the screw of threaded engagement, anchor ear is flexibly connected with described U-shaped hoop through the threaded round steel of this car.
Embodiment
As Figure 1-5, anchor ear 2 is to be bolted to hold fixedly original structure steel pipe tightly, welds a diameter and be 20 round steel on anchor ear 2, the get on the bus silk mouthful of 20mm of round steel.Rotate anchor ear, anchor ear is connected with U-shaped hoop 5 by the silk mouthful on screw rod latch 6.Described packway girder 3 is placed in the U-shaped groove of U-shaped hoop 5, and several connectors are set on packway girder 3, and packway secondary beam 4 two ends are provided with groove, and connector connects with packway secondary beam 4 insertion slot types.The ground surface material of packway is that checkered steel plate is laid on packway secondary beam 4 and by self threading pin checkered steel plate is fixed on packway secondary beam 4.
Claims (3)
1. an assembling packway, comprises road surface sheet material, it is characterized in that, also comprises main stress member, inferior primary structure member and connector, and described main stress member is connected through connector with time primary structure member; On described main stress member, dispose packway installed part, this packway installed part comprises anchor ear and U-shaped hoop, and anchor ear is fixing through being threaded with U-shaped hoop; Main stress member is installed and is placed in the U-shaped groove of U-shaped hoop.
2. assembling packway according to claim 1, is characterized in that, described main stress member is that packway girder, inferior primary structure member are packway secondary beam; The packway secondary beam link slot that described connector is integrated with packway girder on packway girder for processing.
3. assembling packway according to claim 1, is characterized in that, described road surface sheet material is checkered steel plate, and described checkered steel plate is fixed on time primary structure member through self threading pin.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201310565024.7A CN103590594B (en) | 2013-11-14 | 2013-11-14 | A kind of assembling packway |
Applications Claiming Priority (1)
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CN201310565024.7A CN103590594B (en) | 2013-11-14 | 2013-11-14 | A kind of assembling packway |
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CN103590594A true CN103590594A (en) | 2014-02-19 |
CN103590594B CN103590594B (en) | 2015-12-16 |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09125690A (en) * | 1995-11-02 | 1997-05-13 | Japan Steels Internatl Kk | Built-up type temporary passage |
CN201109992Y (en) * | 2007-09-13 | 2008-09-03 | 江苏通州四建集团有限公司 | Self-locking type building scaffold fastener |
CN101280626A (en) * | 2008-01-14 | 2008-10-08 | 重庆第三建设有限责任公司 | Quick assembled type platform |
CN201221193Y (en) * | 2008-06-17 | 2009-04-15 | 北京城建集团有限责任公司 | High altitude packway ceiling construction operating platform |
CN202954552U (en) * | 2012-11-19 | 2013-05-29 | 广州机施建设集团有限公司 | Steel tube concrete column high-altitude construction safety protection system |
CN203583855U (en) * | 2013-11-14 | 2014-05-07 | 四川华铁钢结构有限公司 | Assembled riding track |
-
2013
- 2013-11-14 CN CN201310565024.7A patent/CN103590594B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09125690A (en) * | 1995-11-02 | 1997-05-13 | Japan Steels Internatl Kk | Built-up type temporary passage |
CN201109992Y (en) * | 2007-09-13 | 2008-09-03 | 江苏通州四建集团有限公司 | Self-locking type building scaffold fastener |
CN101280626A (en) * | 2008-01-14 | 2008-10-08 | 重庆第三建设有限责任公司 | Quick assembled type platform |
CN201221193Y (en) * | 2008-06-17 | 2009-04-15 | 北京城建集团有限责任公司 | High altitude packway ceiling construction operating platform |
CN202954552U (en) * | 2012-11-19 | 2013-05-29 | 广州机施建设集团有限公司 | Steel tube concrete column high-altitude construction safety protection system |
CN203583855U (en) * | 2013-11-14 | 2014-05-07 | 四川华铁钢结构有限公司 | Assembled riding track |
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CN103590594B (en) | 2015-12-16 |
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Effective date of registration: 20190626 Address after: 415137 Longtian Road, West Dongting Biotechnology Park, Changde National High-tech Industrial Development Zone, Hunan Province (east of Yuanli Avenue) Patentee after: Hunan Hongyun Hangxiao Green Construction Technology Co., Ltd. Address before: 610041 No. 806, 8th floor, No. 150 Tianyun Road, Chengdu High-tech Zone, Sichuan Province Patentee before: Steel work Co., Ltd of Sichuan Sinorael |