CN201661066U - Scaffold connecting mechanism - Google Patents

Scaffold connecting mechanism Download PDF

Info

Publication number
CN201661066U
CN201661066U CN2010201749185U CN201020174918U CN201661066U CN 201661066 U CN201661066 U CN 201661066U CN 2010201749185 U CN2010201749185 U CN 2010201749185U CN 201020174918 U CN201020174918 U CN 201020174918U CN 201661066 U CN201661066 U CN 201661066U
Authority
CN
China
Prior art keywords
socket
vertical rod
nut
scaffold
bindiny mechanism
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
CN2010201749185U
Other languages
Chinese (zh)
Inventor
周继忠
蔡雪峰
郑莲琼
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
Original Assignee
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 CN2010201749185U priority Critical patent/CN201661066U/en
Application granted granted Critical
Publication of CN201661066U publication Critical patent/CN201661066U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

The utility model relates to a scaffold connecting mechanism, in particular to a novel scaffold connecting mechanism for horizontal tenon vertical mortise socket threaded connection, which comprises a vertical rod and a horizontal rod perpendicularly connected with the vertical rod, wherein the vertical rod is fixed with a socket insertion seat. Obtrapezoid grooves are arranged on all circumferential sides of the surface of a connecting portion of the socket insertion seat; an obtrapezoid bump joint is arranged at the end of the horizontal rod connected with the vertical rod; and a nut is sleeved above the socket insertion seat of the vertical rod and used for being connected with the socket insertion seat in a threaded manner. The mechanism aims to hold down the obtrapezoid bump joint at the end of the horizontal rod by the aid of threaded connection of the nut with the upper end of the socket insertion seat on the vertical rod, simultaneously simplifies structure, improves assembly and disassembly efficiency, reduces cost, improves safety stability and increases reuse ratio.

Description

Scaffold bindiny mechanism
Technical field
The utility model relates to a kind of scaffold bindiny mechanism, relates in particular to the upright fourth of the twelve Earthly Branches of a kind of novel horizontal tenon socket joint scaffold bindiny mechanism that is threaded.
Background technology
Conventional fastener formula steel pipe scaffold structure is complicated, install and remove more loaded down with trivial details, repeat usage is low, the node steel using amount is big, the node accessory is lost easily, and caused vertical rod and being connected of other cross bar to be affected because of destroying part cross bar and being connected of vertical rod sometimes, lack convenience and security and stability.
Summary of the invention
For simplified structure, improve mounting or dismounting efficient, reduce cost, improve security and stability, increase repeat usage, the utility model provides a kind of scaffold bindiny mechanism, specifically is the upright fourth of the twelve Earthly Branches of a kind of novel horizontal tenon socket joint scaffold bindiny mechanism that is threaded.
The utility model comprise vertical rod with the vertical cross bar that is connected of vertical rod, it is characterized in that: described vertical rod is fixed with the socket joint socket, the all sides in described socket joint socket connection part surface are equipped with inverted trapezoidal groove, and its end of the cross bar that links to each other with vertical rod is provided with down trapezoidal projection joint; The socket joint socket top of vertical rod is arranged with nut, and described nut is used for being threaded with the socket joint socket.
Advantage of the present utility model is, and is simple in structure, resistance to overturning good, fast assembling and disassembling, easy to use; Because the node connection fittings are fixed on the rod member, avoiding losing of component and fitting aspect the keeping, the repeat usage height has reduced the cost of using.From the stress performance aspect,, improved its supporting capacity greatly because rod member all axially connects; Next is that the socket joint socket that bears the cross bar vertical force directly is packed in the vertical rod, the scaffold of the frictional force carrying vertical force when holding with a firm grip with main dependence fastener is compared, the rod member connection reliability is not subjected to artificial on-site construction operations factor affecting, and the stress performance of its " node " is improved.The connected node of this scaffold bindiny mechanism can connect four cross bars simultaneously, vertical rod is with after cross bar is connected, be threaded by the upper end of the socket joint socket in nut and the vertical rod and push down the trapezoidal projection joint of falling of crossbar end, the upright fourth of the twelve Earthly Branches of this horizontal tenon socket joint thread connecting mode 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 that a kind of design is unique as bracing frame and other temporary platform supports of template, novel structure, wide adaptability, flexibility is strong, convenient and practical new type scaffold.
Description of drawings
Fig. 1 (a) connects preceding assembling drawing for scaffold bindiny mechanism.
Fig. 1 (b) is the assembling drawing of scaffold bindiny mechanism after connecting.
Fig. 2 (a) is a socket joint socket top plan view in the scaffold bindiny mechanism.
Fig. 2 (b) is a socket joint socket three-dimensional structure view in the scaffold bindiny mechanism.
Fig. 2 (c) is a socket joint socket axle side plan view in the scaffold bindiny mechanism.
Fig. 3 (a) is for falling the plan view from above of trapezoidal projection joint in the scaffold bindiny mechanism.
Fig. 3 (b) is for falling a left side/right view of trapezoidal projection joint in the scaffold bindiny mechanism.
Fig. 3 (c) is for falling the bumping surface view of trapezoidal projection joint in the scaffold bindiny mechanism.
Fig. 3 (d) is for falling the solder side view of trapezoidal projection joint in the scaffold bindiny mechanism.
Fig. 3 (e) and (f) for falling the three-dimensional structure view of trapezoidal projection joint in the scaffold bindiny mechanism.
Fig. 4 (a) is the plan view from above of nut in the scaffold bindiny mechanism.
Fig. 4 (b) is the three-dimensional structure figure of nut in the scaffold bindiny mechanism.
Fig. 4 (c) is the A-A sectional drawing of nut in the scaffold bindiny mechanism.
Fig. 4 (d) is the front/rear view of nut in the scaffold bindiny mechanism.
The specific embodiment
The utility model is an a kind of scaffold bindiny mechanism, comprise vertical rod 1 with the vertical cross bar that is connected 2 of vertical rod, be fixed with socket joint socket 3 in the described vertical rod 1, the all sides in described socket joint socket 3 connecting portions surface are equipped with inverted trapezoidal groove 4, and cross bar 2 its ends that link to each other with vertical rod 1 are provided with down trapezoidal projection joint 5; Socket joint socket 3 tops in the vertical rod 1 are arranged with nut 6, and described nut 6 is used for being threaded with socket joint socket 3.
For socket joint socket 3 is threaded with nut 6, realize that the lid of trapezoidal projection joint 5 of falling of 6 pairs of cross bar 2 ends of nut presses, escape when preventing that cross bar 2 from bearing straight up load, the top of the utility model socket joint socket 3 is provided with the external screw thread 7 that is connected with nut 6, and the lower inside of nut 6 is provided with the internal thread 8 that is connected with socket joint socket 3.
For cross bar 2 is connected with vertical rod 1, it is little that the trapezoidal projection joint 5 upper and lower surfaces outside 9 big inboard 10 is fallen in cross bar 2 ends, and the inverted trapezoidal groove 4 of geomery and described socket joint socket 3 is complementary.
When scaffold bindiny mechanism makes, just weld down trapezoidal projection joint 5 at cross bar 2 two ends of certain specification length, in vertical rod 1, install (can weld or be threaded) and have the socket joint socket 3 of inverted trapezoidal groove 4, cover top nut 6 above the socket joint socket 3 in the vertical rod 1 is convenient to accelerate the on-the-spot speed that connects.During on-the-spot the connection, earlier nut 6 is pulled upwardly (upwards sliding) along vertical rod, the trapezoidal projection joint 5 of falling of all directions cross bar 2 ends is aimed at the back to be inserted with the inverted trapezoidal groove 4 on the socket joint socket 3, subsequently nut 6 is slided along vertical rod 1, and be connected to push down the trapezoidal projection joint 5 of falling of cross bar 2 ends with socket joint socket 3 upper external thread 7, nut 6 outside projections 9 that pound with a hammer screw to whole screw threads and can reach the requirement that compresses down trapezoidal projection joint 5.Adopt this connected mode, cross bar 2 is threaded for the upright fourth of the twelve Earthly Branches of horizontal tenon socket joint with vertical rod 1, and cross bar 2 can not break away from vertical rod 1 under horizontal force action; Simultaneously, falling the shape of trapezoidal projection joint 5 and inverted trapezoidal groove 4 can guarantee that cross bar 2 can bear load action straight down; And if cross bar 2 is subjected to load action straight up, then can be connected with socket joint socket 3 upper external thread 7 by the nut in the vertical rod 16 and pushes down the trapezoidal projection joint 5 of falling of cross bar 2 ends, make cross bar can not come off.Connected node is to realize fixing cross bar 2 by the internal thread 8 that is located at nut 6 inboards with 7 interlocks of socket joint socket 3 upper external thread in the utility model.
The above only is preferred embodiment of the present utility model, and all equalizations of being done according to the utility model claim change and modify, and all should belong to covering scope of the present utility model.

Claims (4)

1. scaffold bindiny mechanism, comprise vertical rod with the vertical cross bar that is connected of vertical rod, it is characterized in that: described vertical rod is fixed with the socket joint socket, and all sides in described socket joint socket connection part surface are equipped with inverted trapezoidal groove, and its end of the cross bar that links to each other with vertical rod is provided with down trapezoidal projection joint; The socket joint socket top of vertical rod is arranged with nut, and described nut is used for being threaded with the socket joint socket.
2. scaffold according to claim 1 bindiny mechanism, it is characterized in that: the top of described socket joint socket is provided with attaching nut's external screw thread.
3. scaffold according to claim 1 bindiny mechanism is characterized in that: the lower inside of described nut is provided with the internal thread that connects the socket joint socket.
4. scaffold according to claim 1 bindiny mechanism is characterized in that: it is big inboard little that crossbar end is fallen the trapezoidal projection joint upper and lower surface outside, and the inverted trapezoidal groove of geomery and described socket joint socket is complementary.
CN2010201749185U 2010-04-29 2010-04-29 Scaffold connecting mechanism Expired - Fee Related CN201661066U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201749185U CN201661066U (en) 2010-04-29 2010-04-29 Scaffold connecting mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201749185U CN201661066U (en) 2010-04-29 2010-04-29 Scaffold connecting mechanism

Publications (1)

Publication Number Publication Date
CN201661066U true CN201661066U (en) 2010-12-01

Family

ID=43231483

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201749185U Expired - Fee Related CN201661066U (en) 2010-04-29 2010-04-29 Scaffold connecting mechanism

Country Status (1)

Country Link
CN (1) CN201661066U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104372943A (en) * 2014-10-29 2015-02-25 无锡市安捷脚手架有限公司 Scaffold connecting device
CN107002545A (en) * 2014-11-14 2017-08-01 沃尔沃卡车集团 Turbocharger flanges
CN109057291A (en) * 2018-07-25 2018-12-21 绿山高科建设科技有限公司 A kind of electric bridge scaffold
CN109989572A (en) * 2017-12-29 2019-07-09 天津市莎烽科技有限公司 Quick-mounting scaffold connection structure
CN110805254A (en) * 2019-11-15 2020-02-18 江苏优美特工程技术有限公司 Socket type disc buckle type scaffold

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104372943A (en) * 2014-10-29 2015-02-25 无锡市安捷脚手架有限公司 Scaffold connecting device
CN107002545A (en) * 2014-11-14 2017-08-01 沃尔沃卡车集团 Turbocharger flanges
CN107002545B (en) * 2014-11-14 2020-10-09 沃尔沃卡车集团 Turbocharger flange
US11236638B2 (en) 2014-11-14 2022-02-01 Volvo Truck Corporation Turbocharger flange
CN109989572A (en) * 2017-12-29 2019-07-09 天津市莎烽科技有限公司 Quick-mounting scaffold connection structure
CN109057291A (en) * 2018-07-25 2018-12-21 绿山高科建设科技有限公司 A kind of electric bridge scaffold
CN109057291B (en) * 2018-07-25 2020-11-03 广东博智林机器人有限公司 Electric bridge type scaffold
CN110805254A (en) * 2019-11-15 2020-02-18 江苏优美特工程技术有限公司 Socket type disc buckle type scaffold

Similar Documents

Publication Publication Date Title
CN201671318U (en) Vertical tenon and cross mortise socket-fastening connecting scaffold
CN201661066U (en) Scaffold connecting mechanism
CN102235085A (en) Scaffold
CN202467236U (en) Bracket used during removal of concrete body support
CN201802058U (en) Novel insertion disk fastener scaffold
CN201671319U (en) Anti-slipping scaffold
CN102444273A (en) Connecting member of socket and spigot type tenon-mortise self-locked steel pipe scaffold
CN201687192U (en) Scaffold
CN201671320U (en) Novel transverse-tenon vertical-mortise socket buckle type scaffold connecting mechanism
CN201416263Y (en) Disc bolt type scaffold
CN201850747U (en) Scaffold system
CN202117307U (en) Steel pipe scaffold connected through dovetail tenon-mortises and screws or pins,
CN112482720A (en) Socket type steel pipe scaffold and construction method thereof
CN201835515U (en) Bidirectional stress base section of attached lifting scaffold
CN202221056U (en) Foldable light rack
CN208347296U (en) A kind of belt lacing rod piece
CN206971681U (en) Scaffold
CN201874300U (en) Folding type tent bracket
CN2916015Y (en) Scaffolding with cone-shaped plug
CN201730308U (en) Novel scaffold
CN201292775Y (en) Oil rig derrick
CN203603450U (en) Clamping slot type steel pipe scaffold
CN108252501A (en) A kind of combined scaffold of architectural engineering
CN201574572U (en) Angle-adjustable hanging rack for operation platform
CN109898816A (en) A kind of housing construction scaffold

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|Cai Xuefeng, Zheng Lianqiong

Contract record no.: 2012350000086

Denomination of utility model: Scaffold connection mechanism

Granted publication date: 20101201

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: 20101201

Termination date: 20180429