CN103410307A - Scaffolding cross bar allowing length to be adjusted in stepless mode - Google Patents
Scaffolding cross bar allowing length to be adjusted in stepless mode Download PDFInfo
- Publication number
- CN103410307A CN103410307A CN2013102983224A CN201310298322A CN103410307A CN 103410307 A CN103410307 A CN 103410307A CN 2013102983224 A CN2013102983224 A CN 2013102983224A CN 201310298322 A CN201310298322 A CN 201310298322A CN 103410307 A CN103410307 A CN 103410307A
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- CN
- China
- Prior art keywords
- cross bar
- outer tube
- loop bar
- rod member
- removable
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- Mutual Connection Of Rods And Tubes (AREA)
Abstract
The invention discloses a scaffolding cross bar allowing the length to be adjusted in a stepless mode. The scaffolding cross bar comprises a rod piece, insert heads and a detachable telescopic device, wherein the insert heads are welded to the two ends of the rod piece respectively. The detachable telescopic device comprises an outer sleeve, an inner loop bar and a detachable fastening device, wherein the inner loop bar is match with the outer sleeve. The rod piece is divided into two segments, the position where one segment is divided and the inner loop bar are fixedly connected into a whole, and the position where the other segment is divided and the outer sleeve are connected in an integrate mode. The inner loop bar and the outer sleeve are fixedly connected into a whole through the detachable fastening device. The scaffolding cross bar is simple in structure and used on the occasions where scaffoldings are built of the construction industry.
Description
Technical field
The present invention relates to the scaffold cross bar of stepless adjusting length.
Background technology
Scaffold for building mainly by vertical rod, cross bar is crisscross builds, and wherein in vertical rod, is connected with wheel button dish, crossbar end is welded with the cross bar plug matched with the button hole of taking turns the button dish, the cross bar plug is plugged into to wheel and buckles the button hole of dish and form scaffold.As: application number is 01219160.4, notification number is the patent of invention of CN2568752, a kind of " direct-insertion type double-self-locking multifunctional scaffold " disclosed, it comprises vertical rod and cross bar, in vertical rod, have vertically spaced wheel button dish, be provided with taper slotted hole that match with the plug of cross bar, equally distributed in wheel button dish.This multifunction scaffold simple structure, be convenient to Fast Installation and dismounting.
In prior art, scaffold cross bar length is all fixed, when the job site actual conditions need to regulate montant mutual apart from the time, the fixing cross bar of length can not satisfy the demands.
Summary of the invention
Technical problem to be solved by this invention is, but a kind of scaffold cross bar of stepless adjusting length as required is provided.
The technical solution adopted for the present invention to solve the technical problems is: a kind of scaffold cross bar of stepless adjusting length comprises rod member; Plug, this plug is welded on respectively the two ends of rod member; Removable stretching device, this removable stretching device comprise outer tube, with suitable interior loop bar and the removable fastener of this outer tube, this rod member is divided into two sections, wherein section office and the interior loop bar of one section fix as one, the office of cutting of another section is connected with the outer tube one, and removable fastener fixes as one interior loop bar and outer tube.
Beneficial effect: in technique scheme, because rod member is divided into two sections and respectively on the affixed interior loop bar and outer tube be socketed, when needs shorten the total length of rod member, the lap length of interior loop bar and outer tube socket is strengthened, by removable fastener, it is fixed as one again, the stepless rod member total length of having shortened; When needs lengthen the total length of rod member, unclamp removable fastener, the lap length of interior loop bar and outer tube socket is dwindled, then by removable fastener, it is fixed as one, the stepless total length that lengthens rod member; Solve in sum the technical problem of step-less adjustment cross bar total length.
As a concrete scheme to technique scheme, removable fastener comprises N tapped through hole being located at described outer tube tube wall and the threaded fastener matched with it, N >=1.When the demand of the total length according to rod member is socketed interior loop bar into after in outer tube, by threaded fastener precession tapped through hole, until hold out against interior loop bar, this mode is simple to operate, and mounting or dismounting easily.
As a concrete scheme to technique scheme, this is affixed for welding, and it is that outer tube and another section are formed in one that this one is connected.This concrete scheme makes rod member more firm.
The accompanying drawing explanation
Fig. 1 is STRUCTURE DECOMPOSITION figure of the present invention;
Fig. 2 is installation drawing of the present invention.
Fig. 3 is the installation drawing of the present invention on scaffold.
The specific embodiment
The present invention is further described below in conjunction with drawings and Examples.
Referring to Fig. 1, the scaffold cross bar of stepless adjusting length of the present invention, comprise rod member 2; Plug 1, removable stretching device, this removable stretching device comprise outer tube 31, with suitable interior loop bar 32 and the removable fastener of this outer tube 31, rod member 2 is divided into two sections, wherein section office and the interior loop bar 32 of one section 21 are welded as a whole, section office and the outer tube 31 of another section 22 are integrated part, and removable fastener comprises 2 tapped through holes 312 of being located at outer tube 31 tube walls and the threaded fastener matched with it, N >=1
Referring to Fig. 2, plug 1 is welded on respectively the two ends of rod member 2.When according to the distance of scaffold upright rod, determining the total length of cross bar, by interior loop bar 32 covers tap into outer tube 31 interior after, by threaded fastener 5 precession tapped through holes 312, until hold out against interior loop bar 32.
Referring to Fig. 3, during installation, the plug 1 that is welded on rod member 2 two ends injects buckleing in dish of scaffold upright rod 6.
Claims (3)
1. the scaffold cross bar of a stepless adjusting length, comprise
Rod member;
Plug, described plug is welded on respectively the two ends of described rod member;
It is characterized in that:
Removable stretching device, described removable stretching device comprise outer tube, with suitable interior loop bar and the removable fastener of described outer tube;
Described rod member is divided into two sections, and wherein section office and the described interior loop bar of one section fix as one, and the office of cutting of another section is connected with the outer tube one, and removable fastener fixes as one described interior loop bar and described outer tube.
2. the scaffold cross bar of stepless adjusting length according to claim 1 is characterized in that: described removable fastener comprises N tapped through hole being located at described outer tube tube wall and the threaded fastener matched with it, N >=1.
3. the scaffold cross bar of stepless adjusting length according to claim 1 and 2 is characterized in that: the described affixed welding that is, described one are connected and are formed in one for outer tube and described another section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102983224A CN103410307A (en) | 2013-07-17 | 2013-07-17 | Scaffolding cross bar allowing length to be adjusted in stepless mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102983224A CN103410307A (en) | 2013-07-17 | 2013-07-17 | Scaffolding cross bar allowing length to be adjusted in stepless mode |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103410307A true CN103410307A (en) | 2013-11-27 |
Family
ID=49603344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013102983224A Pending CN103410307A (en) | 2013-07-17 | 2013-07-17 | Scaffolding cross bar allowing length to be adjusted in stepless mode |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103410307A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735671A (en) * | 2016-02-29 | 2016-07-06 | 上海建工七建集团有限公司 | Plate buckling type bent frame cross rod and mounting method thereof |
| CN109210047A (en) * | 2017-12-20 | 2019-01-15 | 上海机动车检测认证技术研究中心有限公司 | A kind of fixed bar assembly of stepless quick-expansion |
| CN110260045A (en) * | 2019-06-28 | 2019-09-20 | 嘉兴迈拓精工科技有限公司 | A kind of adjustable combined anti-seismic tube bank of vertical height |
| CN112727065A (en) * | 2020-12-26 | 2021-04-30 | 晟通科技集团有限公司 | Form panel |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH061600U (en) * | 1992-06-13 | 1994-01-14 | 勝明 高橋 | Slide support for construction civil engineering |
| DE10244244A1 (en) * | 2002-05-17 | 2003-12-04 | Plettac Ag | Modular telescopic frame element for forming horizontal and diagonal struts has series of fastening disks with eight holes of two different sizes on inner and outer sliding elements |
| CN201129026Y (en) * | 2008-04-24 | 2008-10-08 | 中天建设集团有限公司 | Telescopic tie bar for scaffold |
| CN201649620U (en) * | 2010-02-11 | 2010-11-24 | 刘琦 | Retractable support connection tie rod |
| CN202047584U (en) * | 2011-03-01 | 2011-11-23 | 梁苏珊 | Telescopic cross rod for scaffold |
| CN203383496U (en) * | 2013-07-17 | 2014-01-08 | 何华强 | Scaffold cross rod with steplessly-adjusted length |
-
2013
- 2013-07-17 CN CN2013102983224A patent/CN103410307A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH061600U (en) * | 1992-06-13 | 1994-01-14 | 勝明 高橋 | Slide support for construction civil engineering |
| DE10244244A1 (en) * | 2002-05-17 | 2003-12-04 | Plettac Ag | Modular telescopic frame element for forming horizontal and diagonal struts has series of fastening disks with eight holes of two different sizes on inner and outer sliding elements |
| CN201129026Y (en) * | 2008-04-24 | 2008-10-08 | 中天建设集团有限公司 | Telescopic tie bar for scaffold |
| CN201649620U (en) * | 2010-02-11 | 2010-11-24 | 刘琦 | Retractable support connection tie rod |
| CN202047584U (en) * | 2011-03-01 | 2011-11-23 | 梁苏珊 | Telescopic cross rod for scaffold |
| CN203383496U (en) * | 2013-07-17 | 2014-01-08 | 何华强 | Scaffold cross rod with steplessly-adjusted length |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735671A (en) * | 2016-02-29 | 2016-07-06 | 上海建工七建集团有限公司 | Plate buckling type bent frame cross rod and mounting method thereof |
| CN109210047A (en) * | 2017-12-20 | 2019-01-15 | 上海机动车检测认证技术研究中心有限公司 | A kind of fixed bar assembly of stepless quick-expansion |
| CN109210047B (en) * | 2017-12-20 | 2023-10-20 | 上海机动车检测认证技术研究中心有限公司 | Stepless quick telescopic fixed rod assembly |
| CN110260045A (en) * | 2019-06-28 | 2019-09-20 | 嘉兴迈拓精工科技有限公司 | A kind of adjustable combined anti-seismic tube bank of vertical height |
| CN112727065A (en) * | 2020-12-26 | 2021-04-30 | 晟通科技集团有限公司 | Form panel |
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| C06 | 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: 20131127 |