CN203160803U - Spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole - Google Patents

Spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole Download PDF

Info

Publication number
CN203160803U
CN203160803U CN 201320182940 CN201320182940U CN203160803U CN 203160803 U CN203160803 U CN 203160803U CN 201320182940 CN201320182940 CN 201320182940 CN 201320182940 U CN201320182940 U CN 201320182940U CN 203160803 U CN203160803 U CN 203160803U
Authority
CN
China
Prior art keywords
pole
electric pole
flange
spigot
prestressed concrete
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
CN 201320182940
Other languages
Chinese (zh)
Inventor
梁文勇
卢炮生
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.)
YICHUN BADA POLE MANUFACTURING Co Ltd
Original Assignee
YICHUN BADA POLE MANUFACTURING 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 YICHUN BADA POLE MANUFACTURING Co Ltd filed Critical YICHUN BADA POLE MANUFACTURING Co Ltd
Priority to CN 201320182940 priority Critical patent/CN203160803U/en
Application granted granted Critical
Publication of CN203160803U publication Critical patent/CN203160803U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Wind Motors (AREA)

Abstract

A spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole comprises an upper pole and a lower pole. The bottom end of the upper pole is connected with the top end of the lower pole through upper and lower end flanges and through bolts. The spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole is characterized in that a flange liner ring is welded on the inner side of the top end of the lower pole, one end of the flange liner ring extends out of the top end of the lower pole and is inserted into the bottom end of the upper pole, and the outer diameter of the flange liner ring matches with the inner diameter of the bottom end of the upper pole. Through the flange liner ring, the stress problem of a single bolt is solved well. Force of the bolt is largely decomposed by the flange liner ring, so that capabilities of bearing torsion and shear force are improved greatly for the flanged pole and structural mechanical property is improved. The spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole is safe to use, easy to manufacture and convenient to construct and popularize.

Description

The big tip of spigot-and-socket flange footpath high strength partially prestressed concrete electric pole
Technical field
The utility model relates to the big tip of a kind of spigot-and-socket flange footpath high strength partially prestressed concrete electric pole.
Background technology
Present electric pole connection mainly contains steel plate circle welding manner and inside and outside flange connection, it all is to lean on 6-12 bolt on the flange to connect that general flange connects, easier, need not to employ electric welding machine, install than very fast, but this flange connects by bolt strained, particularly horizontal shearing force is bigger to the harm of bolt, when loosening, under the effect of wind-force, easily cause the loosening of bolt, influence the safe handling of electric pole.
Summary of the invention
The purpose of this utility model just provides the big tip of a kind of spigot-and-socket flange simple in structure, that use safety footpath high strength partially prestressed concrete electric pole.
The big tip of spigot-and-socket flange of the present utility model footpath high strength partially prestressed concrete electric pole, comprise electric pole, following electric pole, the top of the bottom of last electric pole and following electric pole is connected with bolt by flange end plate up and down, it is characterized in that, be welded with lining ring in the flange on the top medial surface of following electric pole, the top of electric pole and insertion were gone up in the bottom of electric pole under a distal process of lining ring went out in the flange, and external diameter and the last electric pole bottom internal diameter of lining ring are complementary in the flange.
The big tip of spigot-and-socket flange of the present utility model footpath high strength partially prestressed concrete electric pole, lining ring has solved single bolt strained situation preferably in the flange by adopting, the power that lining ring has decomposed most of bolt in the flange, make the flange electric pole bear torsion and shearing improves greatly, improved structural mechanical property, use safety, and be easy to make, be convenient to construction and promote.
Description of drawings
Fig. 1 is the utility model structural representation.
The specific embodiment
The big tip of a kind of spigot-and-socket flange footpath high strength partially prestressed concrete electric pole, comprise electric pole 1, following electric pole 5, the bottom of last electric pole 1 is connected with lower flange end plate 3 usefulness bolts by upper flange end plate 2 with the top of following electric pole 5, it is characterized in that, be welded with lining ring 4 in the flange on the top medial surface of following electric pole 5, the top of electric pole 5 and insertion were gone up in the bottom of electric pole 1 under a distal process of lining ring 4 went out in the flange, and external diameter and the last electric pole 1 bottom internal diameter of lining ring 4 are complementary in the flange.

Claims (1)

1. the big tip of spigot-and-socket flange footpath high strength partially prestressed concrete electric pole, comprise electric pole (1), following electric pole (5), the bottom of last electric pole (1) is connected with bolt with lower flange end plate (3) by upper flange end plate (2) with the top of following electric pole (5), it is characterized in that: be welded with lining ring (4) in the flange on the top medial surface of following electric pole (5), the top of electric pole (5) and insertion were gone up in the bottom of electric pole (1) under a distal process of lining ring (4) went out in the flange.
CN 201320182940 2013-04-12 2013-04-12 Spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole Expired - Fee Related CN203160803U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320182940 CN203160803U (en) 2013-04-12 2013-04-12 Spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320182940 CN203160803U (en) 2013-04-12 2013-04-12 Spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole

Publications (1)

Publication Number Publication Date
CN203160803U true CN203160803U (en) 2013-08-28

Family

ID=49021998

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320182940 Expired - Fee Related CN203160803U (en) 2013-04-12 2013-04-12 Spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole

Country Status (1)

Country Link
CN (1) CN203160803U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110847688A (en) * 2019-12-20 2020-02-28 苏州云白环境设备股份有限公司 Self-supporting thin-wall chimney

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110847688A (en) * 2019-12-20 2020-02-28 苏州云白环境设备股份有限公司 Self-supporting thin-wall chimney

Similar Documents

Publication Publication Date Title
CN203296450U (en) Concrete pole with cross arm connecting points
CN203160803U (en) Spigot-and-socket large-cotter-diameter high-strength partially-prestressed concrete pole
CN108240132A (en) A kind of reinforced concrete pole flange component
CN103407904A (en) Hoop type wall-attached connection piece for tower crane and construction method thereof
CN201924350U (en) Bolt-type mechanical connecting clamp for pulling-resistant pipe pile
CN201704800U (en) Beam support used for steel structure
CN203230166U (en) Special high-altitude emplacement platform
CN202416301U (en) Novel pipe pile joint
CN204125957U (en) Flange transition interconnection system single-pile foundation structure
CN204282394U (en) A kind of blower foundation and the prestressing force assembly for blower foundation
CN203006796U (en) Embrace hoop type wall-attached connecting piece used for tower crane
CN206554596U (en) A kind of reinforced concrete pole flange component
CN202986528U (en) Compasses preventing hand from being stabbed
CN202001453U (en) Connecting structure of trampoline frame
CN201809012U (en) Split-type winding drum of mine hoist
CN202369250U (en) Hosting tool for oil barrel
AU2015100915A4 (en) A prestressed tension and anchor device for concrete poles
CN204487429U (en) The pick grip device of monodentate coal petrography cutting test
CN203553670U (en) Pulling-out tool for cable head of ring main unit
CN202926826U (en) Supporting plate nut
CN204003293U (en) The flange arrangement that a kind of anti-piling is impacted
CN203130129U (en) Novel steel strand anchor rod
CN201952909U (en) Chord member connecting mechanism for steel structure
CN205388075U (en) Die forging connecting pin
CN202831230U (en) Anchoring support arrangement mechanism of chemical bolt

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130828

Termination date: 20140412