CN201326272Y - Steel pipe scaffold connector - Google Patents

Steel pipe scaffold connector Download PDF

Info

Publication number
CN201326272Y
CN201326272Y CNU2008202301836U CN200820230183U CN201326272Y CN 201326272 Y CN201326272 Y CN 201326272Y CN U2008202301836 U CNU2008202301836 U CN U2008202301836U CN 200820230183 U CN200820230183 U CN 200820230183U CN 201326272 Y CN201326272 Y CN 201326272Y
Authority
CN
China
Prior art keywords
pipe
steel pipe
connector
tapered
branch pipe
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 - Lifetime
Application number
CNU2008202301836U
Other languages
Chinese (zh)
Inventor
范品文
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.)
Gezhouba Group's Electric Power Company Ltd.
China Gezhouba Group Co Ltd
Original Assignee
China Gezhouba Group Co Ltd
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 China Gezhouba Group Co Ltd filed Critical China Gezhouba Group Co Ltd
Priority to CNU2008202301836U priority Critical patent/CN201326272Y/en
Application granted granted Critical
Publication of CN201326272Y publication Critical patent/CN201326272Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

The utility model discloses a steel pipe scaffold connector which comprises a tapered pipe; the inner hole of the tapered pipe is processed with toothed circular grains at intervals; a longitudinal seam is arranged on the tapered pipe in the longitudinal direction; one end of the tapered pipe is a bevel matched with the bevel of the inner hole of a connection board, and pipe threads matching with a jam nut are arranged at the other end of the tapered pipe; a plurality of convex lugs are arranged outside the connection board; and the convex lugs are connected with a fixed branch pipe connector or a branch pipe connector. The inner diameter of the tapered pipe is larger than that of the steel pipe of the scaffold; toothed circular grains are processed in the inner hole of the tapered pipe at intervals, which can increase the snap-in force between the tapered pipe and the steel pipe. A 3-4mm longitudinal seam is cut out on the tapered pipe in longitudinal direction to lead the tapered pipe to be capable of successfully pressing the steel pipe when being squeezed by the external force of the nut; and the connection body can be conveniently connected with the fixed branch pipe connector or the branch pipe connector through the convex lugs. The device has a simple and reliable structure, saves materials, is convenient to use, is connected more tightly when the load is heavier, and is safe and reliable.

Description

A kind of steel pipe scaffold connector
Technical field
The utility model relates to a kind of linkage of scaffold.
Background technology
During existing scaffolding steel pipe fastener connected, because decentraction between the steel pipe makes stressed skew, the strength of bearing was very limited, and has influenced the performance of material property.The bowl fastening type scaffold is made complicated, the cost height, and versatility is poor.
Summary of the invention
The purpose of this utility model is will provide between a kind of steel pipe can guarantee center line in same plane after the connection, and material property is not fully exerted, and parts are made simple and convenient, and cost of manufacture reduces, the steel pipe scaffold connector that versatility is good.
The purpose of this utility model is achieved in that a kind of steel pipe scaffold connector, comprises Taper Pipe, is provided with in the endoporus of Taper Pipe at interval and processes the dentate gyrus line, and Taper Pipe vertically is provided with longitudinal joint, and an end of Taper Pipe is the inclined-plane, and the inclined-plane matches with the inclined-plane of the endoporus of connector; The other end is a gas thread, and screw thread cooperates with check nut, and a plurality of convex otic placodes are established in the connector outside, and the convex otic placode is with fixedly branch pipe connection or branch pipe connection link to each other.The yoke of branch pipe connection front end is connected with the convex otic placode by the joint pin, and the branch pipe connection bottom is provided with screw thread, match with tubular nut on being enclosed within steel pipe, and be the inclined-plane bottom the tubular nut, match with wedge shape Taper Pipe sheet on the steel pipe.Be provided with the dentate gyrus line in the endoporus of wedge shape Taper Pipe sheet, wedge shape Taper Pipe sheet vertically is provided with longitudinal joint.
The steel pipe scaffold connector that the utility model provides, the Taper Pipe internal diameter is processed the dentate gyrus line at interval than processing in the big endoporus of scaffolding steel pipe, can increase the snap-in force with steel pipe; Taper Pipe vertically cuts out the 3-4mm longitudinal joint, can compress steel pipe smoothly when making Taper Pipe be subjected to the extruding of nut external force; Connector can be easily links to each other with fixedly branch pipe connection or branch pipe connection by the convex otic placode, and this apparatus structure is simple and reliable, saves material, and is easy to use; Load reconnects tighter and tighter, and is safe and reliable.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is that the A of Fig. 1 is to view.
Fig. 3 is the embodiment that is connected with fixing branch pipe connection.
Fig. 4 is the embodiment that is connected with branch pipe connection that can on-the-spot splicing.
The specific embodiment
As shown in Figure 1, Taper Pipe 1 is selected the processing of high-quality steel for use, and its internal diameter is than the big 0.1mm of scaffolding steel pipe, and processing is processed dentate gyrus line 11 at interval in the endoporus 10, its objective is the snap-in force that increases with steel pipe.Taper Pipe 1 vertically cuts out the 3-4mm longitudinal joint, so that can compress steel pipe smoothly when Taper Pipe 1 is subjected to the extruding of check nut 3 external force.Taper Pipe 1 external diameter is decided according to the size of scaffolding steel pipe than the big 12-16mm of internal diameter.One end of Taper Pipe 1 is the inclined-plane, and the inclined-plane matches with the inward hole slope of connector 2.The gradient unanimity.The other end is a gas thread, cooperates with check nut 3, and the size of gas thread is consistent.Connector 2 is made by the high-quality steel, and 2-6 convex otic placode 9 established in the outside, and convex otic placode 9 is with fixedly branch pipe connection 4 or branch pipe connection 7 link to each other.The steel pipe number that the quantity of convex otic placode 9 optionally connects and deciding, relevant with the construction occasion at place.The endoporus of connector 2 is the inclined-plane, and the inclined-plane ratio is the gradient 1: 10~1: 20, decides on the scaffolding steel pipe size.Check nut 3 usefulness high-quality steel are made.During installation, earlier Taper Pipe 1 is inserted in, is inserted in connector 2 once more, be inserted in check nut 3 at last.When above positioning parts behind assigned address, check nut 3 is tightened, at this moment, because the effect of the conical surface will be oppressed Taper Pipe 1 and shrink, because Taper Pipe 1 is had longitudinal joint, shrink very convenient, thereby Taper Pipe 1 and connector 2 be fastened on the scaffolding steel pipe, because spaced dentate gyrus line 11 in tapered sleeve 1 endoporus, being connected between connector 2 and the steel pipe is very firm.And because be the conical surface, stressed when downward when connector 2, will oppress Taper Pipe 1 and tighten up, thereby have, the safety factor height from pressuring action.
Connector 2 be connected with fixing branch pipe connection 4 with the embodiment that is connected with branch pipe connection 7 that can on-the-spot splicing as shown in Figure 3 and Figure 4.
Fig. 3 is the fixedly enforcement of strut connector 4: fixedly strut connector 4 one ends are processed into the cylinder convex, insert in the steel pipe hole.The touching position finished edge adopts the good welding rod welding, and postwelding carries out nondestructive flaw detection examination.Come into operation after qualified.Fixedly the application of pole is that the design size of framed bent is definite, does not need to adjust repeatedly at the scene.Thereby determine that according to the designing requirement of framed bent the length of arm carries out processing customized.
Adjust repeatedly at the scene when need, when determining to prop up length of tube, can adopt and to adjust branch pipe connection, see shown in Figure 4.The yoke 12 of branch pipe connection 7 front ends is connected with convex otic placode (9) by joint pin 8.The implementation method of on-the-spot adjustable branch pipe connection 7 is among the figure: branch pipe connection 7 one ends are processed into the cylinder convex, insert in the steel pipe hole.Joint is processed with screw thread outward, and screw thread and tubular nut 5 match, and tubular nut 5 inner bottom surfaces are processed with the inclined-plane, and the surface slope ratio is 1: 10~1: 20, decides on the scaffolding steel pipe size.Wedge shape Taper Pipe sheet 6 is housed in the tubular nut 5, and processing is processed the dentate gyrus line at interval in its endoporus, its objective is the snap-in force that increases with steel pipe.Wedge shape Taper Pipe sheet 6 vertically cuts out the 3-4mm longitudinal joint, and internal diameter is than the big 0.1-0.2mm of scaffolding steel pipe, and external surface is the inclined-plane, matches with clamping nut 5.When wedge shape Taper Pipe sheet 6 is installed, earlier tubular nut 5, wedge shape cone sheets 6 are inserted in steel bushing in turn, branch pipe connection 7 inserts in the steel pipe then, with clamping nut 5 branch pipe connection 7 screw threads of screwing on, in rundown process, the inclined-plane, the interior end of nut 5 compressing wedge shape Taper Pipe sheet 6 outer inclined-planes compress steel pipe at last.Because the steel pipe internal orifice has the steel axle, thereby guarantees that thrust can maintain lastingly.Thereby this linkage is very reliable.

Claims (3)

1, a kind of steel pipe scaffold connector, comprise Taper Pipe (1), it is characterized in that: be provided with in the endoporus (10) of Taper Pipe (1) at interval and process dentate gyrus line (11), Taper Pipe (1) vertically is provided with longitudinal joint, one end of Taper Pipe (1) is the inclined-plane, and the inclined-plane matches with the inclined-plane of the endoporus of connector (2); The other end is a gas thread, and screw thread cooperates with check nut (3), and a plurality of convex otic placodes (9) are established in the connector outside, and convex otic placode (9) is with fixedly branch pipe connection (4) or branch pipe connection (7) link to each other.
2, steel pipe scaffold connector according to claim 1, it is characterized in that: the yoke (12) of branch pipe connection (7) front end is connected with convex otic placode (9) by joint pin (8), branch pipe connection (7) bottom is provided with screw thread, match with the tubular nut (5) on being enclosed within steel pipe, tubular nut (5) bottom is the inclined-plane, matches with wedge shape Taper Pipe sheet (6) on the steel pipe.
3, steel pipe scaffold connector according to claim 2 is characterized in that: be provided with the dentate gyrus line in the endoporus of wedge shape Taper Pipe sheet (6), wedge shape Taper Pipe sheet (6) vertically is provided with longitudinal joint.
CNU2008202301836U 2008-12-12 2008-12-12 Steel pipe scaffold connector Expired - Lifetime CN201326272Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008202301836U CN201326272Y (en) 2008-12-12 2008-12-12 Steel pipe scaffold connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008202301836U CN201326272Y (en) 2008-12-12 2008-12-12 Steel pipe scaffold connector

Publications (1)

Publication Number Publication Date
CN201326272Y true CN201326272Y (en) 2009-10-14

Family

ID=41178245

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008202301836U Expired - Lifetime CN201326272Y (en) 2008-12-12 2008-12-12 Steel pipe scaffold connector

Country Status (1)

Country Link
CN (1) CN201326272Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106499168A (en) * 2016-11-25 2017-03-15 安徽钰锦生态木材料有限公司 Building scaffold connector joint fixing apparatus
CN110226014A (en) * 2017-01-27 2019-09-10 日商日建租赁工业株式会社 The connecting piece of cripple

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106499168A (en) * 2016-11-25 2017-03-15 安徽钰锦生态木材料有限公司 Building scaffold connector joint fixing apparatus
CN110226014A (en) * 2017-01-27 2019-09-10 日商日建租赁工业株式会社 The connecting piece of cripple
CN110226014B (en) * 2017-01-27 2020-06-16 日商日建租赁工业株式会社 Connecting piece for temporary scaffold
US10697189B2 (en) 2017-01-27 2020-06-30 Nikken Lease Kogyo Co., Ltd. Connector for temporary scaffolding

Similar Documents

Publication Publication Date Title
CN203772637U (en) Minimum bolt tensile load test fixture
CN1088517C (en) Fixture for dynamic stretching test of fibre reinforced compound material
CN201326272Y (en) Steel pipe scaffold connector
CN203532467U (en) Combined bolt
CN203076930U (en) Thin-wall sleeve-type part outer circle machining tool
CN206876480U (en) Removable dynamic tensile test fixture
CN202031935U (en) Pipeline connection device
CN216007918U (en) Flexible reinforcing structure for connecting bolt ball joint of net rack with multiple web members
CN207246624U (en) It is a kind of can scale installation high-pressure resin hose assembly connector
CN205503688U (en) But wrong bolt is pulled to double -end
RU153003U1 (en) RAILWAY NORTH FRAME NODE
CN202900923U (en) Novel U-shaped bolt
CN211504980U (en) Pipe fatigue test clamping tool
CN208057632U (en) A kind of multisection type fixation anchor bolt
CN108044504A (en) A kind of self-locking heart-shaped fixture for Cylindrical Grinding Processes
CN208074014U (en) A kind of metal axle sleeve
CN208650401U (en) A kind of Building class connection member
CN205891214U (en) Wing grafting structure
CN211795775U (en) Curtain rod connector
CN204942204U (en) A kind of centering bolt
CN211145086U (en) Connecting structure for shaft handle inside screw pump
CN205421726U (en) Crimple formula steel bar connection connects
CN209146047U (en) A kind of metal joint
CN212775128U (en) Bolt coupling pair
CN203308043U (en) Structure for hanging stone through shear wall split bolt hole

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: GEZHOUBA GROUP'S ELECTRIC POWER COMPANY LTD.

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20100427

Address after: 443002 Hubei province Yichang City Road No. 1

Co-patentee after: Gezhouba Group's Electric Power Company Ltd.

Patentee after: China Gezhouba Group Co., Ltd.

Address before: 443002 Hubei province Yichang City Road No. 1

Patentee before: China Gezhouba Group Co., Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20091014