CN202347910U - Split tension-resistant tower for ultra-high voltage direct current circuit 720/50 lead - Google Patents

Split tension-resistant tower for ultra-high voltage direct current circuit 720/50 lead Download PDF

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Publication number
CN202347910U
CN202347910U CN 201120509548 CN201120509548U CN202347910U CN 202347910 U CN202347910 U CN 202347910U CN 201120509548 CN201120509548 CN 201120509548 CN 201120509548 U CN201120509548 U CN 201120509548U CN 202347910 U CN202347910 U CN 202347910U
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CN
China
Prior art keywords
tower
arm
lead
cross
ground wire
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
CN 201120509548
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Chinese (zh)
Inventor
杨林
张芳杰
王虎长
阎海
胡建民
薛春林
王子瑾
何江
许泳
肖兵
华聪
Original Assignee
Northwest Electric Power Design Institute of China Power Engineering Consulting Group
Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group
China Power Engineering Consulting Group East China Electric Power Design Institute Co Ltd
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Application filed by Northwest Electric Power Design Institute of China Power Engineering Consulting Group, Southwest Electric Power Design Institute Co Ltd of China Power Engineering Consulting Group, China Power Engineering Consulting Group East China Electric Power Design Institute Co Ltd filed Critical Northwest Electric Power Design Institute of China Power Engineering Consulting Group
Priority to CN 201120509548 priority Critical patent/CN202347910U/en
Application granted granted Critical
Publication of CN202347910U publication Critical patent/CN202347910U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a split tension-resistant tower for an ultra-high voltage direct current circuit 720/50 lead. The split tension-resistant tower has two base towers, wherein the first base tower comprises a ground line cross arm, a tower body and tower feet; the second base tower comprises a ground line cross arm, a lead cross arm, a jumper wire frame, a frame for construction and overhaul, a tower body and tower feet. The main materials of the tower feet of the two base towers are respectively fixed on respective foundations; the tower bodies are of a ladder-shaped structure in whole; and the downsides of the tower bodies are fixedly connected with the main materials of the tower feet; and the top end of the tower body of the first base tower is connected with the ground line cross arm. The middle part of the tower body of the second base tower is connected with the lead cross arm; the end part of the lead cross arm is provided with a jumper wire bracket in a connecting manner; the end part of the tower head is connected with the ground line cross arm; and the end part of the ground line cross arm is provided with the frame for construction and overhaul in a connecting manner. The split tension-resistant tower for the ultra-high voltage direct current circuit 720/50 lead, disclosed by the utility model, can make up the disadvantages of normal tension-resistant towers in aspects of economic efficiency, flexibility, safety and the like by the means of separating the tower, cancelling the cross arms or the like.

Description

A kind of extra-high voltage direct-current circuit 720/50 lead is used the split anchor support
Technical field:
The utility model belongs to the iron tower of power transmission line technical field, relates in particular to a kind of extra-high voltage direct-current circuit 720/50 lead and uses the split anchor support.
Background technology:
At present, most anchor support structural configuration pattern all is consistent with common dried font anchor support layout pattern, and cross-arm stretches out that body of the tower length is longer, and bending resistance, the torsional property of iron tower are relatively poor, and iron tower is heavier, especially heavy icing area low-angle anchor support.
The utility model content:
Longer to dried font anchor support cross-arm extension elongation in the prior art, root is opened bigger, causes the very heavy technical problem of body of the tower load, and the utility model proposes following technical scheme:
A kind of extra-high voltage direct-current circuit 720/50 lead is used the split anchor support; Comprise that ground wire cross-arm, Construction and Maintenance are with frame, lead cross-arm, jumper wire rack, body of the tower and column foot; The split anchor support is made up of first Ji Ta and second Ji Ta; Column foot master material is fixed on the basis, and body of the tower integral body is trapezoidal-structure, and the below is fixedly connected with column foot master material; Wherein the body of the tower top of first Ji Ta connects with the ground wire cross-arm; The body of the tower medium position of second Ji Ta is connected with the lead cross-arm, and the end away from body of the tower on the lead cross-arm is connected with jumper wire rack, and the body of the tower top connects with the ground wire cross-arm, is connected with Construction and Maintenance away from an end of body of the tower on the ground wire cross-arm and uses frame.
The said first basic Tata body top is connected ground wire cross-arm structure triangular in shape with the ground wire cross-arm.
The said second basic Tata body medium position is connected lead cross-arm structure triangular in shape with the lead cross-arm.
The said second basic Tata body top connects with the ground wire cross-arm, ground wire cross-arm structure triangular in shape.
The said second basic tower Construction and Maintenance are flat trapezium structure with frame, the long base of trapezium structure down, hypotenuse is connected with the ground wire cross-arm.
The said second basic tower jumper wire rack is flat trapezium structure, the long base of trapezium structure up, hypotenuse is connected with the lead cross-arm.
Can find out from above-mentioned technical scheme; Compared with prior art; The split anchor support that the utility model adopts can satisfy the requirement of electric clearance; Described split anchor support lead wire and earth wire branch hangs on one's body two separate single-column Tatas, does not change between lead wire and earth wire and the alternate relativeness of lead simultaneously.Relatively horizontal-shift, ground wire are consistent with adjacent tangent tower to the aspects such as shielding angle of lead between two phase conductor horizontal arrangement, lead wire and earth wire, make that split anchor support structure is simpler, and moment of torsion is littler, and tower weight is lighter.
Description of drawings
Fig. 1 is the split anchor support iron tower structural representation that the utility model is applied in DC line.
Wherein: 1 is the ground wire cross-arm, and 2 use frame for Construction and Maintenance, and 3 is the lead cross-arm, and 4 is jumper wire rack, and 5 is body of the tower, and 6 is tower leg, and 7 is the lead hanging point.
The specific embodiment
To combine accompanying drawing that the utility model is described further below:
As shown in Figure 1, a kind of split anchor support, this split anchor support is divided into two Ji Ta, and wherein first Ji Ta comprises ground wire cross-arm, body of the tower, column foot, and second Ji Ta comprises that ground wire cross-arm, Construction and Maintenance are with frame, lead cross-arm, jumper wire rack, body of the tower, column foot.The body of the tower of two Ji Ta all is arranged as trapezoidal, and section is a square.Column foot master material is fixed on the basis, and the body of the tower below is fixedly connected with column foot master material.The said first basic Tata body top connects with the ground wire cross-arm, ground wire cross-arm structure triangular in shape.The said second basic Tata body medium position is connected lead cross-arm structure triangular in shape with the lead cross-arm.Compare with common anchor support, in the arrangement of split anchor support, cross-arm length reduces, and the lead hanging point position moves on on the body of the tower, and the toggle of the torque that produces is less, can reduce tower weight significantly.The said second basic Tata body top connects with the ground wire cross-arm, and ground wire cross-arm structure triangular in shape is connected with Construction and Maintenance on the ground wire cross-arm and uses frame, and said Construction and Maintenance are flat trapezium structure with frame, the long base of trapezium structure down, hypotenuse is connected with the ground wire cross-arm.
Embodiment shown in Figure 1 is mainly used in the situation of heavy icing area anchor support when the corner number of degrees are less in the DC power transmission line engineering; Be characterized in two of ground wires; It is terminal to be hung in two split tower ground coil holders arranged side by side, and lead is bipolar, is hung on two split tower lead hanging points arranged side by side.
This technology is applicable to ± 800kV electric pressure DC line in the low-angle anchor support of heavy icing area.
Above content is to combine concrete preferred implementation to further explain that the present invention did; Can not assert that the specific embodiment of the present invention only limits to this; Those of ordinary skill for technical field under the present invention; Under the prerequisite that does not break away from the present invention's design, can also make some simple deduction or replace, all should be regarded as belonging to the present invention and confirm scope of patent protection by claims of being submitted to.

Claims (6)

1. extra-high voltage direct-current circuit 720/50 lead is used the split anchor support; Comprise that ground wire cross-arm, Construction and Maintenance are with frame, lead cross-arm, jumper wire rack, body of the tower and column foot; It is characterized in that: the split anchor support is made up of first Ji Ta and second Ji Ta; Column foot master material is fixed on the basis, and body of the tower integral body is trapezoidal-structure, and the below is fixedly connected with column foot master material; Wherein the body of the tower top of first Ji Ta connects with the ground wire cross-arm; The body of the tower medium position of second Ji Ta is connected with the lead cross-arm, and the end away from body of the tower on the lead cross-arm is connected with jumper wire rack, and the body of the tower top connects with the ground wire cross-arm, is connected with Construction and Maintenance away from an end of body of the tower on the ground wire cross-arm and uses frame.
2. extra-high voltage direct-current circuit 720/50 lead according to claim 1 is used the split anchor support, it is characterized in that: the said first basic Tata body top is connected ground wire cross-arm structure triangular in shape with the ground wire cross-arm.
3. extra-high voltage direct-current circuit 720/50 lead according to claim 1 is used the split anchor support, it is characterized in that: the said second basic Tata body medium position is connected lead cross-arm structure triangular in shape with the lead cross-arm.
4. extra-high voltage direct-current circuit 720/50 lead according to claim 1 is used the split anchor support, it is characterized in that: the said second basic Tata body top connects with the ground wire cross-arm, ground wire cross-arm structure triangular in shape.
5. extra-high voltage direct-current circuit 720/50 lead according to claim 1 is used the split anchor support, it is characterized in that: the said second basic tower Construction and Maintenance are flat trapezium structure with frame, the long base of trapezium structure down, hypotenuse is connected with the ground wire cross-arm.
6. extra-high voltage direct-current circuit 720/50 lead according to claim 1 is used the split anchor support, it is characterized in that: the said second basic tower jumper wire rack is flat trapezium structure, the long base of trapezium structure up, hypotenuse is connected with the lead cross-arm.
CN 201120509548 2011-12-08 2011-12-08 Split tension-resistant tower for ultra-high voltage direct current circuit 720/50 lead Expired - Lifetime CN202347910U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120509548 CN202347910U (en) 2011-12-08 2011-12-08 Split tension-resistant tower for ultra-high voltage direct current circuit 720/50 lead

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120509548 CN202347910U (en) 2011-12-08 2011-12-08 Split tension-resistant tower for ultra-high voltage direct current circuit 720/50 lead

Publications (1)

Publication Number Publication Date
CN202347910U true CN202347910U (en) 2012-07-25

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Application Number Title Priority Date Filing Date
CN 201120509548 Expired - Lifetime CN202347910U (en) 2011-12-08 2011-12-08 Split tension-resistant tower for ultra-high voltage direct current circuit 720/50 lead

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018721A (en) * 2014-06-17 2014-09-03 福州万山电力咨询有限公司 Narrow-base double-column tower and deviation correcting method thereof
CN104929412A (en) * 2015-06-10 2015-09-23 国核电力规划设计研究院 Extra-high-voltage alternating current split linear tower

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018721A (en) * 2014-06-17 2014-09-03 福州万山电力咨询有限公司 Narrow-base double-column tower and deviation correcting method thereof
CN104929412A (en) * 2015-06-10 2015-09-23 国核电力规划设计研究院 Extra-high-voltage alternating current split linear tower
CN104929412B (en) * 2015-06-10 2017-05-24 国核电力规划设计研究院 Extra-high-voltage alternating current split linear tower

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: NORTHWEST ELECTRIC POWER DESIGN INSTITUTE OF CHINA

Free format text: FORMER NAME: NORTHWEST ELECTRIC POWER DESIGN INSTITUTE, CHINA POWER ENGINEERING CONSULTING GROUP CORPORATION

CP01 Change in the name or title of a patent holder

Address after: 22 No. 710075, unity South Road, hi tech Industrial Development Zone, Shaanxi, Xi'an

Patentee after: NORTHWEST ELECTRIC POWER DESIGN INSTITUTE CO., LTD. OF CHINA POWER ENGINEERING CONSULTING GROUP

Patentee after: Co., Ltd of Huabei Power Design Inst., China Power Engineering Consulting Group

Patentee after: China Power Engineering Consulting Group Southwest Electric Power Design Institute Co., Ltd.

Address before: 22 No. 710075, unity South Road, hi tech Industrial Development Zone, Shaanxi, Xi'an

Patentee before: Northwest Electric Power Design Institute, China Power Engineering Consulting Group Corporation

Patentee before: Huabei Power Design Inst., China Power Engineering Consulting Group

Patentee before: Southwest Electric Power Design Institute of China Power Engineering Consulting Group Corporation

CX01 Expiry of patent term

Granted publication date: 20120725

CX01 Expiry of patent term