CN202745459U - C80 high-intensity concrete large-top-diameter partially prestressed electric pole - Google Patents

C80 high-intensity concrete large-top-diameter partially prestressed electric pole Download PDF

Info

Publication number
CN202745459U
CN202745459U CN 201220465894 CN201220465894U CN202745459U CN 202745459 U CN202745459 U CN 202745459U CN 201220465894 CN201220465894 CN 201220465894 CN 201220465894 U CN201220465894 U CN 201220465894U CN 202745459 U CN202745459 U CN 202745459U
Authority
CN
China
Prior art keywords
electric pole
concrete
pole
partially prestressed
diameter partially
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 201220465894
Other languages
Chinese (zh)
Inventor
王江民
王英杰
刘润华
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.)
JIANGXI HUADIAN ELECTRICAL POWER CO Ltd
Original Assignee
JIANGXI HUADIAN ELECTRICAL POWER 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 JIANGXI HUADIAN ELECTRICAL POWER CO Ltd filed Critical JIANGXI HUADIAN ELECTRICAL POWER CO Ltd
Priority to CN 201220465894 priority Critical patent/CN202745459U/en
Application granted granted Critical
Publication of CN202745459U publication Critical patent/CN202745459U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Foundations (AREA)

Abstract

The utility model discloses a C80 high-intensity concrete large-top-diameter partially prestressed electric pole. The C80 high-intensity concrete large-top-diameter partially prestressed electric pole comprises a pole body and a pole top bracket, wherein a cross arm is fixed at the upper end of the pole body through a supporting rod and a supporting rod hoop; and the bottom end of the pole body is connected with a foundation through fixing layer concrete and base layer concrete. The C80 high-intensity concrete large-top-diameter partially prestressed electric pole is relatively high in flexibility and crack resistance; cracks, deformation and fragile destruction can be well controlled under a use condition; the structure is safe and reliable; the bearing capacity and the bending torque are high; the assembled height is up to more than 30 meters; under the condition of the same bending torque, the using amount of steel of a large-bending-torque and high-top-diameter annular part prestressed concrete electric pole is less than that of a steel pipe tower and that of an iron tower; and during running, the C80 high-intensity concrete large-top-diameter partially prestressed electric pole is convenient to maintain and low in maintenance cost and can be used for 15 years or so.

Description

The large tip path portion of C80 strong concrete prestressed electric wire pole
Technical field
The utility model relates to the large tip path portion of a kind of C80 strong concrete prestressed electric wire pole.
Background technology
Ordinary concrete electric pole, prestressed electric wire pole and steel pipe tower application life are shorter, steel quantity consumption large, the bearing capacity moment of flexure is little, safeguard loaded down with trivial details during operation and expense is high.
Summary of the invention
The purpose of this utility model just provides that a kind of steel quantity consumption is little, the bearing capacity moment of flexure is large, the large tip path portion of C80 strong concrete prestressed electric wire pole easy to maintenance during operation.
The large tip path portion of C80 strong concrete of the present utility model prestressed electric wire pole, comprise the body of rod, masthead support, cross-arm is fixed on body of rod upper end by strut and strut anchor ear, the bottom of the body of rod is connected with ground by fixed bed concrete, substrate concrete, the body of rod adopts Admixture and high-pressure steaming and cultivating to make strength grade of concrete can reach C80, there are 12.6 millimeters profiled bars of Φ 7~Φ to do the electric pole prestressed reinforcement with specification, adopt the indented bars of Φ 18 to do nonprestressed reinforcement.
The large tip path portion of C80 strong concrete of the present utility model prestressed electric wire pole, have preferably toughness and crack resistance, better crack, distortion and brittle fracture are controlled under the service condition, structural safety is reliable, and the bearing capacity moment of flexure is large, and assembled height can reach more than 30 meter, under the moment of flexure that equates, the large tip of large moment of flexure footpath annular partially prestressed concrete electric pole lacks than steel pipe tower and steel tower steel quantity consumption, and easy to maintenance and expense is few during operation, long service life is about 15 years.
Description of drawings
Fig. 1 is the utility model structural representation.
The specific embodiment
The large tip path portion of a kind of C80 strong concrete prestressed electric wire pole, comprise the body of rod 1, masthead support 4, cross-arm 2 is fixed on the body of rod 1 upper end by strut and strut anchor ear 5, and the bottom of the body of rod 1 is connected with ground by fixed bed concrete seven, substrate concrete 6, and cross-arm 2 is provided with connecting plate 3.

Claims (1)

1. the large tip path portion of C80 strong concrete prestressed electric wire pole, comprise the body of rod (1), masthead support (4), it is characterized in that: cross-arm (2) is fixed on the body of rod (1) upper end by strut and strut anchor ear (5), and the bottom of the body of rod (1) is connected with ground by fixed bed concrete (7), substrate concrete (6).
CN 201220465894 2012-09-13 2012-09-13 C80 high-intensity concrete large-top-diameter partially prestressed electric pole Expired - Fee Related CN202745459U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220465894 CN202745459U (en) 2012-09-13 2012-09-13 C80 high-intensity concrete large-top-diameter partially prestressed electric pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220465894 CN202745459U (en) 2012-09-13 2012-09-13 C80 high-intensity concrete large-top-diameter partially prestressed electric pole

Publications (1)

Publication Number Publication Date
CN202745459U true CN202745459U (en) 2013-02-20

Family

ID=47704878

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220465894 Expired - Fee Related CN202745459U (en) 2012-09-13 2012-09-13 C80 high-intensity concrete large-top-diameter partially prestressed electric pole

Country Status (1)

Country Link
CN (1) CN202745459U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759422A (en) * 2015-11-24 2017-05-31 国家电网公司 A kind of pile foundation of suitable electric pole
CN107066649A (en) * 2016-12-09 2017-08-18 广东电网有限责任公司惠州供电局 Anchor ear method for determining size and device on electric pole in distribution line
CN111502385A (en) * 2020-04-28 2020-08-07 宜春市鸿辉新型机电有限公司 35kV single-circuit compact high-strength electric pole

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759422A (en) * 2015-11-24 2017-05-31 国家电网公司 A kind of pile foundation of suitable electric pole
CN107066649A (en) * 2016-12-09 2017-08-18 广东电网有限责任公司惠州供电局 Anchor ear method for determining size and device on electric pole in distribution line
CN111502385A (en) * 2020-04-28 2020-08-07 宜春市鸿辉新型机电有限公司 35kV single-circuit compact high-strength electric pole

Similar Documents

Publication Publication Date Title
CN103114604B (en) Prestressed concrete tubular type wind generating set foundation
CN202745459U (en) C80 high-intensity concrete large-top-diameter partially prestressed electric pole
CN202073109U (en) Post tensioned prestressing cylinder infrastructure
CN203639095U (en) Inner-side-column lifting device for reverse installation method
CN201857613U (en) Bamboo joint type anchor rod
CN203530973U (en) Composite anchor rod
CN201794087U (en) Cylindrical foundation component
CN204080849U (en) A kind of cushion cap anchoring type blower foundation
CN202416297U (en) Post-tensioned prestressing construction device for filling pile
CN202787296U (en) Foundation structure of anchor pole blower fan
CN101614082A (en) Counter weight type communication iron tower
CN102877681A (en) Partially prestressed concrete electric pole
CN202380489U (en) Anti-floating anchor rod
CN205975609U (en) Novel anchor
CN204402496U (en) A kind of vertical shaft steel strand jack hangs slip-form lifting device
CN201588413U (en) Reinforcing structure for concrete bracket in original workshop
CN204825924U (en) Square steel tube concrete waist rail
CN206091524U (en) Anti -wind pole
CN202925678U (en) A column foot connecting structure of a modern bamboo structure
CN102887446B (en) The detachable fixed feet structure of a kind of tower crane
CN201605816U (en) Base used for fixing pump pipe
CN202831760U (en) Partially prestressed concrete pole
CN202658619U (en) Shell type fan foundation structure
CN201507139U (en) Counter weight type communication iron tower
CN202380464U (en) Steel strand non-prestressed anchor rod

Legal Events

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

Granted publication date: 20130220

Termination date: 20140913

EXPY Termination of patent right or utility model