CN201671319U - Anti-slipping scaffold - Google Patents

Anti-slipping scaffold Download PDF

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Publication number
CN201671319U
CN201671319U CN2010201749221U CN201020174922U CN201671319U CN 201671319 U CN201671319 U CN 201671319U CN 2010201749221 U CN2010201749221 U CN 2010201749221U CN 201020174922 U CN201020174922 U CN 201020174922U CN 201671319 U CN201671319 U CN 201671319U
Authority
CN
China
Prior art keywords
top cover
vertical rod
cross bar
anticreep
scaffold
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.)
Expired - Fee Related
Application number
CN2010201749221U
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Chinese (zh)
Inventor
周继忠
郑莲琼
蔡雪峰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN2010201749221U priority Critical patent/CN201671319U/en
Application granted granted Critical
Publication of CN201671319U publication Critical patent/CN201671319U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an anti-slipping scaffold which comprises a stand pole and a cross bar connected with the stand pole, and is characterized in that the stand pole is provided with a connecting piece for connecting the cross bar, a plurality of trapezoid lugs are uniformly distributed on the surface around the connecting piece, inverted trapezoid grooves joggled with the trapezoid lugs are arranged at the end part of the cross bar, a top cover which can prevent the cross bar from slipping upwards is arranged at the upper part of the connecting piece, and the stand pole above the top cover is provided with a limiting pin used for fixing the top cover. The anti-slipping scaffold not only has simple structure, can be assembled and disassembled quickly and used conveniently, is safe and stable, but also has the advantages of low production cost and high repeat utilization.

Description

The anticreep scaffold
Technical field
The utility model relates to a kind of scaffold, particularly a kind of anticreep scaffold.
Background technology
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 influence.
Summary of the invention
The utility model relates to a kind of anticreep scaffold, specifically is a kind of anticreep scaffold, and this scaffold is not only simple in structure, fast assembling and disassembling, easy to use, safe stable, and cost of production is low, repeat usage is high.
The utility model comprises vertical rod and the cross bar that is connected with vertical rod, it is characterized in that: described vertical rod is provided with the connector that connects cross bar, the all side surfaces of described connector evenly are laid with some trapezoidal projections, described yardarm head is provided with and the trapezoidal projection inverted trapezoidal groove of joggle mutually, described connector top is provided with and prevents the cross bar top cover that makes progress, and vertical rod side, described top cover top is provided with the spacer pin that is used for fixing top cover.
Described top cover upper end is the inclined-plane in the shape of a spiral, pinning wedging by its upper end screw inclined plane and spacer pin realizes that its fixed limit, its perimembranous evenly are provided with and somely knocks the spacer pin through hole that the projection and of usefulness can make top cover deviate from below the spacer pin by rotating cap for hammers.
The utility model remarkable advantage is:
1, simple structure, reasonable in design, convenient construction personnel quickly dismantled.
2, Stability Analysis of Structures, the safety factor height, it is secure to construct.
3, cost of production low (node steel using amount province, node accessory are difficult for losing), recyclable repeated use.
Description of drawings
Fig. 1 is the utility model anticreep scaffold organigram.
Fig. 2 is the utility model anticreep scaffold assembling drawing.
Fig. 3 is the utility model anticreep scaffold top cover organigram.
Fig. 4 is the vertical view of Fig. 3.
The specific embodiment
Now introduce the utility model specific embodiment: comprise vertical rod 1 and the cross bar 2 that is connected with vertical rod 1 in conjunction with Figure of description 1-4, it is characterized in that: be arranged with the connector 3 that connects for cross bar 2 in the described vertical rod 1, described connector 3 all side surfaces evenly are laid with some trapezoidal projections 4, the end-fitting 5 of described cross bar 2 is provided with and trapezoidal projection 4 inverted trapezoidal groove 6 of joggle mutually, described connector 3 tops are provided with and prevent the cross bar top cover 7 that makes progress, and described top cover 7 tops are provided with the spacer pin 8 that is used for fixing top cover 7.
Described top cover 7 upper ends are inclined-plane 9 in the shape of a spiral, pinning wedging by its upper end screw inclined plane 9 and spacer pin 8 realizes that its fixed limit, its perimembranous evenly are provided with and somely knocks the spacer pin through hole 11 that the projection 10 and of top cover 7 can make top cover 7 deviate from from spacer pin 8 belows by rotating cap 7 for hammers.
Connector 3 is fixed in the vertical rod and (can welds or be threaded), and the projection 4 on the connector 3 vertically is up-small and down-big along vertical rod, and projection 4 arbitrary sections are shaped as trapezoidal that inner side edge is little, outer side edges is big; The groove 6 of cross bar 2 end-fittings 5 also is up-small and down-big, and the groove 6 of cross bar 2 end-fittings 5 is little, the inboard big characteristics in the outside, and the projection 4 of geomery and connector 3 is complementary.
Connector 3 connects 4 cross bars 2 simultaneously, vertical rod 1 is with after cross bar 2 is connected, thereby push down cross bar 2 by the spacer pin 8 that withstands in the vertical rod 1 after spacing top cover 7 rotations of spiral, this connector can bear straight up or downward load, and can bear certain bending moment, punching and moment of torsion, make scaffold form space structures support with better stability, be suitable for setting up civil engineering structure construction and the dual-purpose external scaffolding of fitment operation, can also be a kind of multifunction scaffold as the bracing frame of template and other temporary platform supports etc.
When scaffold is made, the crossbar end joint 5 that just has groove 6 in the welding of cross bar 2 two ends of certain specification length, the connector 3 of band projection 4 is fixed at a certain distance in the vertical rod 1 and (can welds or be threaded), spacer pin 8 of certain altitude welding is convenient to on-the-spot the connection in vertical rod 1 above the connector 3 of band projection 4.During on-the-spot the connection, behind the spacer pin through hole 11 aligning spacer pins 8 with screw-top 7, top cover 7 can be pulled upwardly (upwards sliding) along vertical rod, the groove 6 of all directions cross bar 2 termination portion joints 5 is aimed at the back to be inserted with the projection 4 on the connector 3, subsequently top cover 7 is slided along the spacer pin 8 in the vertical rod 1, and turn clockwise to compress cross bar 1 termination portion joint 5, several projections 10 in screw-top 7 outsides down pound with a hammer, make the upper end screw inclined plane 9 of screw-top 7 pin wedging, can reach the requirement that compresses cross bar 2 with spacer pin 8.Adopt this connected mode, cross bar 2 can not break away from vertical rod 1 under horizontal force action; Simultaneously, projection 4 is shaped as up-small and down-big, can guarantee that cross bar 2 can bear load action straight down; And, then can push down cross bar 2 termination portion joints 5 by the top cover in the vertical rod 17 if cross bar 2 is subjected to load action straight up, make cross bar 2 can not come off.
The utility model is not limited to above-mentioned embodiment, for those of ordinary skills, to any conspicuous improvement or the change that above-mentioned embodiment is made, can not exceed the protection domain of design of the present utility model and claims.

Claims (5)

1. anticreep scaffold, comprise vertical rod and the cross bar that is connected with vertical rod, it is characterized in that: be arranged with the connector that connects cross bar in the described vertical rod, the all side surfaces of described connector evenly are laid with some trapezoidal projections, described yardarm head is provided with and the trapezoidal projection inverted trapezoidal groove of joggle mutually, described connector top is provided with top cover, and described top cover top is provided with limited block.
2. anticreep scaffold according to claim 1 is characterized in that: the described connector outside evenly is provided with 4 trapezoidal projections, is connected with 4 cross bars respectively.
3. anticreep scaffold according to claim 1 and 2 is characterized in that: described connector is annular construction member independently, can or be threaded with the vertical rod welding.
4. anticreep scaffold according to claim 3 is characterized in that: described top cover upper end is the inclined-plane in the shape of a spiral, its perimembranous evenly be provided with some projections be convenient to hammer knock make locking closure turn clockwise with vertical rod on spacer pin wedging mutually.
5. anticreep scaffold according to claim 4, described top cover week side be provided with a limited block through hole, be beneficial to aim at and top cover upwards slided behind the spacer pin or slide.
CN2010201749221U 2010-04-29 2010-04-29 Anti-slipping scaffold Expired - Fee Related CN201671319U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201749221U CN201671319U (en) 2010-04-29 2010-04-29 Anti-slipping scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201749221U CN201671319U (en) 2010-04-29 2010-04-29 Anti-slipping scaffold

Publications (1)

Publication Number Publication Date
CN201671319U true CN201671319U (en) 2010-12-15

Family

ID=43328731

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201749221U Expired - Fee Related CN201671319U (en) 2010-04-29 2010-04-29 Anti-slipping scaffold

Country Status (1)

Country Link
CN (1) CN201671319U (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103074999A (en) * 2013-02-06 2013-05-01 宋述泽 Novel steel pipe scaffold connecting piece
CN105317207A (en) * 2014-07-18 2016-02-10 湖南金峰金属构件有限公司 Multi-angle adjustable scaffold steel tube and steel tube scaffold
CN105317208A (en) * 2014-07-18 2016-02-10 湖南金峰金属构件有限公司 Angle-adjustable socket and spigot type key groove type scaffold steel pipe
CN105625749A (en) * 2014-10-23 2016-06-01 湖南金峰金属构件有限公司 Steel pipe scaffold early-demounting component and device
CN107060316A (en) * 2017-05-09 2017-08-18 成都市容德建筑劳务有限公司 A kind of locking disk buckle type scaffold
CN107165395A (en) * 2017-07-14 2017-09-15 成都翰道科技有限公司 A kind of scaffold
CN107514132A (en) * 2017-10-05 2017-12-26 杨靖 One kind is anti-to collapse de- plug

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103074999A (en) * 2013-02-06 2013-05-01 宋述泽 Novel steel pipe scaffold connecting piece
CN103074999B (en) * 2013-02-06 2015-05-13 宋述泽 Novel steel pipe scaffold connecting piece
CN105317207A (en) * 2014-07-18 2016-02-10 湖南金峰金属构件有限公司 Multi-angle adjustable scaffold steel tube and steel tube scaffold
CN105317208A (en) * 2014-07-18 2016-02-10 湖南金峰金属构件有限公司 Angle-adjustable socket and spigot type key groove type scaffold steel pipe
CN105317207B (en) * 2014-07-18 2018-01-19 湖南金峰金属构件有限公司 A kind of multi-angle adjustable scaffold steel pipe and steel pipe scaffold
CN105317208B (en) * 2014-07-18 2018-01-19 湖南金峰金属构件有限公司 A kind of adjustable angle socket joint type key slot type scaffolding steel pipe
CN105625749A (en) * 2014-10-23 2016-06-01 湖南金峰金属构件有限公司 Steel pipe scaffold early-demounting component and device
CN105625749B (en) * 2014-10-23 2018-01-19 湖南金峰金属构件有限公司 A kind of steel pipe scaffold early-dismantling device
CN107060316A (en) * 2017-05-09 2017-08-18 成都市容德建筑劳务有限公司 A kind of locking disk buckle type scaffold
CN107165395A (en) * 2017-07-14 2017-09-15 成都翰道科技有限公司 A kind of scaffold
CN107514132A (en) * 2017-10-05 2017-12-26 杨靖 One kind is anti-to collapse de- plug

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: Fuzhou Construction Engineering (Group) General Corporation

Assignor: Zhou Jizhong|Zheng Lianqiong, Cai Xuefeng

Contract record no.: 2012350000088

Denomination of utility model: Anti-slipping scaffold

Granted publication date: 20101215

License type: Exclusive License

Record date: 20120827

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20101215

Termination date: 20180429