CN108505532A - A kind of mountain area pulling plate anchor pole composite foundation - Google Patents
A kind of mountain area pulling plate anchor pole composite foundation Download PDFInfo
- Publication number
- CN108505532A CN108505532A CN201710573726.8A CN201710573726A CN108505532A CN 108505532 A CN108505532 A CN 108505532A CN 201710573726 A CN201710573726 A CN 201710573726A CN 108505532 A CN108505532 A CN 108505532A
- Authority
- CN
- China
- Prior art keywords
- pulling plate
- anchor pole
- draw ring
- anchor
- rock
- 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.)
- Pending
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 12
- 239000011435 rock Substances 0.000 claims abstract description 20
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 6
- 239000002184 metal Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims 1
- 239000004568 cement Substances 0.000 abstract description 9
- 102000016938 Catalase Human genes 0.000 abstract description 3
- 108010053835 Catalase Proteins 0.000 abstract description 3
- 230000000116 mitigating effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to power line cables field, it is to be laid with inconvenient for existing mountain area cement pole pulling plate and a kind of pulling plate anchor pole composite foundation is provided, laying depth requirement can not only be met, while can guarantee pulling plate intensity, ensure mountain area distribution line operational safety.Including extending to more anchor poles in rock, it is anchored by Anchor Agent between anchor pole and rock, it is external thread structure that the anchor pole, which protrudes from the outer one end of rock, rock outer end, which is protruded from, in anchor pole is connected with pulling plate, anchor pole is arranged through pulling plate, and pulling plate is equipped with the space passed through for anchor pole, and anchor pole is connected with the nut being fixed on pulling plate on anchor pole through the end of pulling plate setting, it is equipped with nut one side in pulling plate and is equipped with draw ring, draw ring connects electric pole by traction rope.This base form effectively reduces the inadequate problem of the pulling plate depth of burying, while mitigating the problem that pulling plate excavates catalase difficulty, ensures cement pole reasonable stress, to improve the stability of circuit.
Description
Technical field
The present invention relates to power line cables field, specifically a kind of mountain area pulling plate anchor pole composite foundation.
Background technology
With the development of China's economic society and power grid construction, power load constantly increases, to meet production and life need
It wants, in recent years, country continues to increase power distribution network investment, and upgrading is carried out to original distribution line.Mountain area distribution line with
Based on cement pole is set up, since mountain area is mostly rock geology, cement pole pulling plate is in laying, since rock is harder, excavates tired
Difficulty cannot often meet laying depth, therefore there is an urgent need to develop a kind of dedicated anchor rod foundations in new mountain area.
Invention content
The purpose of the present invention is be directed to that existing mountain area cement pole pulling plate is laid with inconvenient and to provide a kind of pulling plate anchor pole compound
Basis can not only meet laying depth requirement, while can guarantee pulling plate intensity, ensure mountain area distribution line operational safety.
To achieve the goals above, the technical solution used in the present invention is：
A kind of mountain area pulling plate anchor pole composite foundation, including more anchor poles in rock are extended to, pass through anchor between anchor pole and rock
Gu agent anchors, it is external thread structure that the anchor pole, which protrudes from the outer one end of rock, protrudes from rock outer end in anchor pole and is connected with drawing
Disk, anchor pole are arranged through pulling plate, and pulling plate is equipped with the space that is passed through for anchor pole, anchor pole through the end of pulling plate setting be connected with by
Pulling plate is fixed on the nut on anchor pole, and being equipped with nut one side in pulling plate is equipped with draw ring, and draw ring connects electric pole by traction rope.
The draw ring takes the shape of the letter U structure, and the both ends of draw ring are arranged through pulling plate, and connects restricted drawing in the end of draw ring
The limited part that ring falls off from pulling plate.
Preferably, the draw ring both ends are machined with external screw thread, the limited part is nut, and draw ring end is through drawing
Pass through nut check after disk.
It is block as another preferred, described limited part, block size is more than the hole slot passed through for draw ring in pulling plate, gear
Block is welded and fixed with draw ring.
The pulling plate is armored concrete part, and is enclosed with metal shell in outside, and pulling plate is prefabricated component.
Beneficial effects of the present invention：This base form effectively reduces the inadequate problem of the pulling plate depth of burying, mitigates simultaneously
Pulling plate excavates the problem of catalase difficulty, on the basis of using the anchor force of rock and anchor pole, while increasing part pulling plate
From gravity, ensure that pulling force of the pulling plate to bracing wire, bracing wire counteract the active force of conducting wire and cement pole, ensure that cement pole stress is closed
Reason, to improve the stability of circuit.
Description of the drawings
Fig. 1 is that schematic diagram is laid on present invention basis；
Fig. 2 is schematic structural view of the invention.
Specific implementation mode
With reference to embodiment, the present invention will be further described.
Embodiment one
A kind of mountain area pulling plate anchor pole composite foundation as depicted in figs. 1 and 2, including extend to more anchor poles 3 in rock, anchor pole
Pass through Anchor Agent between rock（Anchor Agent is not described in detail herein to be known in industry）Anchoring, the anchor
It is external thread structure that bar, which protrudes from the outer one end of rock, protrudes from rock outer end in anchor pole and is connected with pulling plate 1, anchor pole is set through pulling plate
It sets, pulling plate is equipped with the space passed through for anchor pole, and anchor pole is connected with through the end of pulling plate setting and pulling plate is fixed on anchor pole
Nut, pulling plate be equipped with nut one side be equipped with draw ring 2, draw ring passes through traction rope（Generally steel wire rope）Connect electric pole
（It may be cable pole）.The draw ring takes the shape of the letter U structure, and the both ends of draw ring are arranged through pulling plate, and connects in the end of draw ring
It is connected to the limited part that limitation draw ring falls off from pulling plate.The draw ring both ends are machined with external screw thread, and the limited part is spiral shell
Mother, draw ring end pass through nut check after running through pulling plate.The pulling plate is armored concrete part, and is enclosed with metal in outside
Shell, pulling plate are prefabricated component.
Embodiment two
The present embodiment and embodiment one the difference is that：The limited part is block, and block size, which is more than in pulling plate, to be supplied
The hole slot that draw ring passes through, block are welded and fixed with draw ring（It is not shown in figure）.
Distribution line carry out foundation construction when, first positioned, after the completion of positioning, drilled with roof-bolter, be inserted into anchor pole and
Anchor Agent anchors, and then pulling plate and anchor pole is bolted, eventually forms pulling plate anchor pole composite foundation, can as needed again
One layer of soil is being covered above.This base form effectively reduces the inadequate problem of the pulling plate depth of burying, while mitigating pulling plate and opening
The problem for digging catalase difficulty on the basis of using the anchor force of rock and anchor pole, while increasing the dead weight of part pulling plate
Power ensures that pulling force of the pulling plate to bracing wire, bracing wire counteract the active force of conducting wire and cement pole, ensures cement pole reasonable stress, from
And improve the stability of circuit.Final sumbission, this basic engineering is reasonable, and live operability is strong.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, those ordinary skill in the art's simply changes
All it is within protection scope of the present invention with replacing.
Claims (5)
1. a kind of mountain area pulling plate anchor pole composite foundation, it is characterised in that：Including extending to more anchor poles in rock, anchor pole and rock
It is anchored by Anchor Agent between stone, it is external thread structure that the anchor pole, which protrudes from the outer one end of rock, and rock is protruded from anchor pole
Outer end is connected with pulling plate, and anchor pole is arranged through pulling plate, and pulling plate is equipped with the space passed through for anchor pole, and anchor pole is through pulling plate setting
End is connected with the nut being fixed on pulling plate on anchor pole, and being equipped with nut one side in pulling plate is equipped with draw ring, and draw ring passes through traction
Rope connection electric pole.
2. a kind of mountain area pulling plate anchor pole composite foundation according to claim 1, it is characterised in that：The draw ring takes the shape of the letter U
The both ends of structure, draw ring are arranged through pulling plate, and connect the limited part that restricted draw ring falls off from pulling plate in the end of draw ring.
3. a kind of mountain area pulling plate anchor pole composite foundation according to claim 2, it is characterised in that：The draw ring both ends add
It is nut that work, which has external screw thread, the limited part, and draw ring end passes through nut check after running through pulling plate.
4. a kind of mountain area pulling plate anchor pole composite foundation according to claim 2, it is characterised in that：The limited part is gear
Block, block size are more than the hole slot passed through for draw ring in pulling plate, and block is welded and fixed with draw ring.
5. a kind of mountain area pulling plate anchor pole composite foundation according to any one of claim 1-4 claims, feature
It is：The pulling plate is armored concrete part, and is enclosed with metal shell in outside, and pulling plate is prefabricated component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710573726.8A CN108505532A (en) | 2017-07-14 | 2017-07-14 | A kind of mountain area pulling plate anchor pole composite foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710573726.8A CN108505532A (en) | 2017-07-14 | 2017-07-14 | A kind of mountain area pulling plate anchor pole composite foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108505532A true CN108505532A (en) | 2018-09-07 |
Family
ID=63373711
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710573726.8A Pending CN108505532A (en) | 2017-07-14 | 2017-07-14 | A kind of mountain area pulling plate anchor pole composite foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108505532A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202482861U (en) * | 2012-02-22 | 2012-10-10 | 辽宁省电力有限公司本溪供电公司 | Ground anchor connecting device |
| CN202577339U (en) * | 2012-05-11 | 2012-12-05 | 中国电力工程顾问集团东北电力设计院 | Oblique cylinder composite foundation with pulling tray |
| JP2013227821A (en) * | 2012-04-27 | 2013-11-07 | Taisei Corp | Erection method for steel column |
| CN204266201U (en) * | 2014-11-13 | 2015-04-15 | 国网河南宜阳县供电公司 | A kind of guy anchor |
| CN205954624U (en) * | 2016-04-09 | 2017-02-15 | 国网甘肃省电力公司经济技术研究院 | Soil quito cable resistance to plucking basis |
| CN206971257U (en) * | 2017-07-14 | 2018-02-06 | 安徽华电工程咨询设计有限公司 | A kind of mountain area pulling plate anchor pole composite foundation |
-
2017
- 2017-07-14 CN CN201710573726.8A patent/CN108505532A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202482861U (en) * | 2012-02-22 | 2012-10-10 | 辽宁省电力有限公司本溪供电公司 | Ground anchor connecting device |
| JP2013227821A (en) * | 2012-04-27 | 2013-11-07 | Taisei Corp | Erection method for steel column |
| CN202577339U (en) * | 2012-05-11 | 2012-12-05 | 中国电力工程顾问集团东北电力设计院 | Oblique cylinder composite foundation with pulling tray |
| CN204266201U (en) * | 2014-11-13 | 2015-04-15 | 国网河南宜阳县供电公司 | A kind of guy anchor |
| CN205954624U (en) * | 2016-04-09 | 2017-02-15 | 国网甘肃省电力公司经济技术研究院 | Soil quito cable resistance to plucking basis |
| CN206971257U (en) * | 2017-07-14 | 2018-02-06 | 安徽华电工程咨询设计有限公司 | A kind of mountain area pulling plate anchor pole composite foundation |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180907 |
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| WD01 | Invention patent application deemed withdrawn after publication |