CN103362298A - Mobile tower scaffold with circular disc connecting device - Google Patents
Mobile tower scaffold with circular disc connecting device Download PDFInfo
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- CN103362298A CN103362298A CN2013103310645A CN201310331064A CN103362298A CN 103362298 A CN103362298 A CN 103362298A CN 2013103310645 A CN2013103310645 A CN 2013103310645A CN 201310331064 A CN201310331064 A CN 201310331064A CN 103362298 A CN103362298 A CN 103362298A
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- disk
- vertical rod
- rod body
- circular disc
- scaffold
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Abstract
The invention relates to the technical field of mobile tower scaffolds, in particular to a mobile tower scaffold with a circular disc connecting device. The mobile tower scaffold comprises a vertical rod, a horizontal rod and the circular disc connecting device, wherein the vertical rod comprises a vertical rod body, a circular disk and a short connector which is fixedly connected with the vertical rod body; the circular disk is welded with the vertical rod body; at least one through hole is formed in the circular disc in the direction vertical to the cross section of the circular disc; the horizontal rod comprises a horizontal rod body and a cast steel head which is arranged on the end part of the horizontal rod body; and the circular disc connecting device consists of the circular disc which is welded with the vertical rod body, the cast steel head which is welded on the end part of the horizontal rod body and a bolt which is used for fixing the circular disc and the cast steel head. As the horizontal rod with the cast steel head is fixedly connected with the vertical rod with the circular disc through the bolt, the structure of the scaffold is stable, the safety factor is high, accidents are avoided, builders can conveniently and rapidly disassemble, assemble and replace the scaffold, each connecting part can be recycled and reused, and the production cost can be reduced.
Description
Technical field
The present invention relates to the jenny scaffold technical field, be specifically related to the jenny scaffold with the disk linkage.
Background technology
At present, scaffold for building, fastener type steel pipe scaffold is synthetic by assemblies such as standpipe, transverse tube, down tubes as is well known, its connection fastener adopts the loose-leaf bolt fastening right angle, docking more.The vertical rod of conventional fastener formula steel pipe scaffold is connected meeting and causes the continuous damage of vertical rod and other cross bar because of wherein arbitrary cross bar and vertical rod continuous damage with cross bar, increased the danger coefficient in the middle of the construction, and personal property is caused great threat and impact.And traditional functional insert disk type scaffold lacks stopping means owing to inserting the dish top, easily causes the horizon bar prolapse upwards under the effect of power straight up, causes the scaffold unstability, very easily causes security incident.
Summary of the invention
The purpose of this invention is to provide a kind of Stability Analysis of Structures, the safety factor jenny scaffold with the disk linkage high, easy to connect.
In order to solve the existing problem of background technology, the present invention is by the following technical solutions: with the jenny scaffold of disk linkage, comprise vertical rod, cross bar and disk linkage, described vertical rod comprises vertical rod body, disk and the short circuit that is fixedly connected with described vertical rod body, described disk and the welding of described vertical rod body, the direction perpendicular to the disk cross section on described disk is provided with at least one through hole; Described cross bar comprises the cross bar body, is located at the cast steel head of described cross bar body end; Described disk linkage is by with the disk of described vertical rod body welding, form with the cast steel head of described cross bar body end welding and the latch of fixing described disk and cast steel head.
Further, the cross section of described disk and described vertical rod body longitudinal extension perpendicular direction.
Further, described through hole is four, is evenly distributed on the cross section of described disk.
Further, described short circuit is provided with the first through hole.
Further, described vertical rod body is provided with second through hole corresponding with described the first lead to the hole site.
The present invention has following beneficial effect: the jenny scaffold with the disk linkage of the present invention, wherein, the disk linkage is by with the disk of vertical rod body welding, form with the cast steel head of cross bar body end welding and the latch of fixed disc and cast steel head, be fixedly connected with by latch with vertical rod with disk with the cross bar of cast steel head, so that this scaffolding structure is stable, safety factor is high, avoids causing security incident, convenient construction personnel quickly dismantled and replacing; Simultaneously, each link is recyclable to be reused, and reduces production costs.In addition, the present invention has the characteristics such as reasonable in design, simple in structure, that installation rate is fast.
Description of drawings
Fig. 1 is structural representation of the present invention.
The specific embodiment
The present invention will be further described in detail below in conjunction with accompanying drawing.
As shown in Figure 1, jenny scaffold with the disk linkage, comprise vertical rod, cross bar and disk linkage, described vertical rod comprises vertical rod body 1, disk 2 and the short circuit 3 that is fixedly connected with described vertical rod body 1, described disk 2 and described vertical rod body 1 welding, every interval 50cm can weld a disk 2 on vertical rod body 1, and the purpose of design is convenient to be connected with cross bar like this, guarantees the resistance to overturning of scaffold; Direction perpendicular to disk 2 cross sections on described disk 2 is provided with at least one through hole 2-1; Described cross bar comprises cross bar body 4, be located at the cast steel head 5 of described cross bar body 4 ends, wherein, cast steel head 5 can weld with cross bar body 4 ends, adopt such fixed form, make its structure more stable, firmly, described disk linkage by with the disk 2 of described vertical rod body 1 welding, form with the cast steel head 5 of described cross bar body 4 ends welding and the latch 6 of fixing described disk 2 and cast steel head 5, in the present embodiment, when mounted, latch is inserted in the slot and the through hole on the disk of cast steel head by operating personnel, and beat latch with hammer and make it closely to be connected with through hole, thereby guarantee stable connection between vertical rod and the cross bar, reliably.
The cross section of described disk 2 and described vertical rod body 1 longitudinal extension perpendicular direction, the purpose that designs like this, but be fixedly connected with many cross bars by the disk horizontal direction, guarantee the stability of scaffold.
Described through hole 2-1 is four, is evenly distributed on the cross section of described disk 2, and like this design can be fixedly connected with many cross bars simultaneously, and stressed even, guarantees its stability.
Described short circuit 3 is provided with the first through hole 3-1, and being connected between vertical rod and the vertical rod is convenient in like this design.
Described vertical rod body 1 is provided with the second through hole 1-1 corresponding with described the first through hole 3-1 position, and the purpose of design is connected the first through hole by pin or screw with the second through hole like this, thereby fixedly vertical rod body and short circuit make it connect reliably, stablize.
Explanation is at last, above embodiment is only unrestricted in order to technical scheme of the present invention to be described, other modifications that those of ordinary skills make technical scheme of the present invention or be equal to replacement, only otherwise break away from the spirit and scope of technical solution of the present invention, all should be encompassed in the middle of the claim scope of the present invention.
Claims (5)
1. with the jenny scaffold of disk linkage, comprise vertical rod, cross bar and disk linkage, it is characterized in that, described vertical rod comprises vertical rod body (1), disk (2) and the short circuit (3) that is fixedly connected with described vertical rod body (1), described disk (2) and described vertical rod body (1) welding are provided with at least one through hole (2-1) in the upper direction perpendicular to disk (2) cross section of described disk (2); Described cross bar comprises cross bar body (4), is located at the cast steel head (5) of described cross bar body (4) end; Described disk linkage is by with the disk (2) of described vertical rod body (1) welding, form with the cast steel head (5) of described cross bar body (4) end welding and fixing described disk (2) latch (6) with cast steel head (5).
2. the jenny scaffold with the disk linkage according to claim 1 is characterized in that, the cross section of described disk (2) and described vertical rod body (1) longitudinal extension perpendicular direction.
3. the jenny scaffold with the disk linkage according to claim 1 is characterized in that, described through hole (2-1) is four, is evenly distributed on the cross section of described disk (2).
4. the jenny scaffold with the disk linkage according to claim 1 is characterized in that, described short circuit (3) is provided with the first through hole (3-1).
5. according to claim 1 or 4 described jenny scaffolds with the disk linkage, it is characterized in that, described vertical rod body (1) is provided with second through hole (1-1) corresponding with described the first through hole (3-1) position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103310645A CN103362298A (en) | 2013-08-01 | 2013-08-01 | Mobile tower scaffold with circular disc connecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103310645A CN103362298A (en) | 2013-08-01 | 2013-08-01 | Mobile tower scaffold with circular disc connecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103362298A true CN103362298A (en) | 2013-10-23 |
Family
ID=49364490
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013103310645A Withdrawn CN103362298A (en) | 2013-08-01 | 2013-08-01 | Mobile tower scaffold with circular disc connecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103362298A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358401A (en) * | 2014-10-30 | 2015-02-18 | 无锡市安捷脚手架有限公司 | Disk-type scaffold |
| CN104372944A (en) * | 2014-10-27 | 2015-02-25 | 无锡市安捷脚手架有限公司 | Scaffold connecting element |
| CN107227841A (en) * | 2017-05-25 | 2017-10-03 | 成都市容德建筑劳务有限公司 | One kind strengthens fastening type scaffold |
| CN109930814A (en) * | 2019-04-17 | 2019-06-25 | 严晓安 | Quick square tube, round tube double fastener scaffold |
| CN113089846A (en) * | 2021-03-23 | 2021-07-09 | 四川省建筑机械化工程有限公司 | Construction device and construction method for structural joint pulling plate |
| CN115075615A (en) * | 2022-06-24 | 2022-09-20 | 中冶建工集团有限公司 | Pedestrian up-and-down passage with retaining wall connecting structure and construction method thereof |
| WO2024124606A1 (en) * | 2022-12-15 | 2024-06-20 | 滁州金诚金属制品有限公司 | Special-shaped upright tube |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101158230A (en) * | 2007-11-06 | 2008-04-09 | 成志全 | Lifting screw fine-adjustment outer-bushing regulation rod |
| CN201665991U (en) * | 2010-03-26 | 2010-12-08 | 李勇 | Combined supporting frame |
| CN102235086A (en) * | 2010-04-28 | 2011-11-09 | 株式会社有弘维修 | Steel pipe combination device |
| CN202031315U (en) * | 2011-01-04 | 2011-11-09 | 青岛农业大学 | A vertical rod of a fastener type steel pipe scaffold |
| CN202090575U (en) * | 2011-05-16 | 2011-12-28 | 上海外高桥造船有限公司 | Tool scaffold |
| CN202187538U (en) * | 2011-07-06 | 2012-04-11 | 日照市伟业工具有限公司 | Instant lap scaffolding |
| CN202266012U (en) * | 2011-09-06 | 2012-06-06 | 朱文越 | Ringlock scaffold |
| CN202266009U (en) * | 2011-09-06 | 2012-06-06 | 朱文越 | Ringlock scaffold |
| CN202509749U (en) * | 2012-03-13 | 2012-10-31 | 沧州国峰金属制品有限公司 | High-strength ringlock scaffold |
-
2013
- 2013-08-01 CN CN2013103310645A patent/CN103362298A/en not_active Withdrawn
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101158230A (en) * | 2007-11-06 | 2008-04-09 | 成志全 | Lifting screw fine-adjustment outer-bushing regulation rod |
| CN201665991U (en) * | 2010-03-26 | 2010-12-08 | 李勇 | Combined supporting frame |
| CN102235086A (en) * | 2010-04-28 | 2011-11-09 | 株式会社有弘维修 | Steel pipe combination device |
| CN202031315U (en) * | 2011-01-04 | 2011-11-09 | 青岛农业大学 | A vertical rod of a fastener type steel pipe scaffold |
| CN202090575U (en) * | 2011-05-16 | 2011-12-28 | 上海外高桥造船有限公司 | Tool scaffold |
| CN202187538U (en) * | 2011-07-06 | 2012-04-11 | 日照市伟业工具有限公司 | Instant lap scaffolding |
| CN202266012U (en) * | 2011-09-06 | 2012-06-06 | 朱文越 | Ringlock scaffold |
| CN202266009U (en) * | 2011-09-06 | 2012-06-06 | 朱文越 | Ringlock scaffold |
| CN202509749U (en) * | 2012-03-13 | 2012-10-31 | 沧州国峰金属制品有限公司 | High-strength ringlock scaffold |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372944A (en) * | 2014-10-27 | 2015-02-25 | 无锡市安捷脚手架有限公司 | Scaffold connecting element |
| CN104358401A (en) * | 2014-10-30 | 2015-02-18 | 无锡市安捷脚手架有限公司 | Disk-type scaffold |
| CN104358401B (en) * | 2014-10-30 | 2017-04-26 | 颜春花 | Disk-type scaffold |
| CN107227841A (en) * | 2017-05-25 | 2017-10-03 | 成都市容德建筑劳务有限公司 | One kind strengthens fastening type scaffold |
| CN109930814A (en) * | 2019-04-17 | 2019-06-25 | 严晓安 | Quick square tube, round tube double fastener scaffold |
| CN113089846A (en) * | 2021-03-23 | 2021-07-09 | 四川省建筑机械化工程有限公司 | Construction device and construction method for structural joint pulling plate |
| CN115075615A (en) * | 2022-06-24 | 2022-09-20 | 中冶建工集团有限公司 | Pedestrian up-and-down passage with retaining wall connecting structure and construction method thereof |
| CN115075615B (en) * | 2022-06-24 | 2024-04-09 | 中冶建工集团有限公司 | Pedestrian up-down passage with retaining wall connecting structure and construction method thereof |
| WO2024124606A1 (en) * | 2022-12-15 | 2024-06-20 | 滁州金诚金属制品有限公司 | Special-shaped upright tube |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C04 | Withdrawal of patent application after publication (patent law 2001) | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20131023 |