CN207608939U - A kind of bracing means of transmission line of electricity high voltage iron tower and basis - Google Patents
A kind of bracing means of transmission line of electricity high voltage iron tower and basis Download PDFInfo
- Publication number
- CN207608939U CN207608939U CN201721504702.9U CN201721504702U CN207608939U CN 207608939 U CN207608939 U CN 207608939U CN 201721504702 U CN201721504702 U CN 201721504702U CN 207608939 U CN207608939 U CN 207608939U
- Authority
- CN
- China
- Prior art keywords
- basis
- steel tower
- steel
- high voltage
- transmission line
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- 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
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 44
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 22
- 230000005540 biological transmission Effects 0.000 title claims abstract description 20
- 230000005611 electricity Effects 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 239000004567 concrete Substances 0.000 claims abstract description 31
- 230000008878 coupling Effects 0.000 claims abstract description 14
- 238000010168 coupling process Methods 0.000 claims abstract description 14
- 238000005859 coupling reaction Methods 0.000 claims abstract description 14
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 230000010412 perfusion Effects 0.000 claims description 7
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
Abstract
The utility model discloses the bracing means of a kind of transmission line of electricity high voltage iron tower and basis, including bored concrete pile foundation, reinforced concrete coupling beams, steel strand wires and steel tower reinforce ironware, two bored concrete pile foundations are separately mounted to steel tower conducting wire and remove the original two basic both sides in side, two bored concrete pile foundations are attached by reinforced concrete coupling beams and existing two bases of steel tower, the steel tower is reinforced on the tower body that ironware is mounted on above the cable platform of steel tower, draw ring is installed on the reinforced concrete coupling beams, draw ring is reinforced ironware with steel tower by steel strand wires and is mutually fixedly connected；The utility model has the beneficial effects that：Side is removed in steel tower conducting wire to reinforce steel tower and basis by bracing means, to balance the broken string tension of the other side, is replaced steel tower compared to tradition and is beaten bracing wire reinforcing mode, avoids large area occupation of land, save track investment, shorten construction period.
Description
Technical field
The utility model is related to power maintenance technology field, the reinforcing of specifically a kind of transmission line of electricity high voltage iron tower and basis
Device.
Background technology
With the continuous development of urban construction, part circuit changes because mismatching to need partly to move with urban planning.Wherein exist
Circuit moves when changing, and often faces that steel tower side is removed and the other side retains, and steel tower force unbalance can only be replaced under normal circumstances
Steel tower, or bracing wire is played to keep stress balance.But replace steel tower investment greatly, long construction period；It plays 45 ° of bracing wires and reinforces and take up an area
Area is too big, is not suitable in city.There is an urgent need for designing a kind of bracing means, under the premise of meeting safe and reliable, effectively reduce
Track investment, while can keep reliably being connected with the front and back side of whole circuit.
Utility model content
The purpose of this utility model is to provide the bracing means of a kind of transmission line of electricity high voltage iron tower and basis, in solution
State the problem of being proposed in background technology.
To achieve the above object, the utility model provides the following technical solutions：
A kind of bracing means of transmission line of electricity high voltage iron tower and basis, including bored concrete pile foundation, reinforced concrete coupling beams, steel
Twisted wire and steel tower reinforce ironware, and two bored concrete pile foundations are separately mounted to steel tower conducting wire, and to remove original two of side basic
Both sides, two bored concrete pile foundations are attached by reinforced concrete coupling beams and existing two bases of steel tower, and formation one is whole
Body completes the reinforcing on basis, and the steel tower is reinforced on the tower body that ironware is mounted on above the cable platform of steel tower, the reinforcing bar
Draw ring is installed, draw ring is reinforced ironware with steel tower by steel strand wires and is mutually fixedly connected, reinforced to steel tower on concrete connecting-beam.
As further program of the utility model：The steel strand wires are galvanized strand wires GJ-150.
As the utility model further scheme：The bored concrete pile foundation includes outer stirrup and interior stirrup.
As the utility model further scheme：The outer stirrup internal diameter is φ 880mm, and interior stirrup internal diameter is φ
816mm。
As the utility model further scheme：The original basis top mark that the bored concrete pile foundation top is higher by steel tower is high
600mm。
As the utility model further scheme：The perfusion depth of the bored concrete pile foundation is 6200mm.
As the utility model further scheme：Original basis of the bored concrete pile foundation and steel tower is located at same
On straight line, and the spacing on original basis of adjacent bored concrete pile foundation and steel tower is 4000mm.
As the utility model further scheme：The thickness of the reinforced concrete coupling beams is 1000mm.
Compared with prior art, the utility model has the beneficial effects that：Side, which is removed, in steel tower conducting wire passes through bracing means pair
Steel tower and basis are reinforced, and to balance the broken string tension of the other side, are replaced steel tower compared to tradition and are beaten bracing wire reinforcing mode, keep away
Exempt from large area occupation of land, saved track investment, shortens construction period.
Description of the drawings
Fig. 1 is the schematic front view of a kind of transmission line of electricity high voltage iron tower and the bracing means on basis；
Fig. 2 is the left view schematic diagram of the transmission line of electricity high voltage iron tower and the bracing means on basis described in Fig. 1；
Fig. 3 is the schematic diagram of the transmission line of electricity high voltage iron tower and bored concrete pile foundation in the bracing means on basis described in Fig. 1；
Fig. 4 is the schematic diagram of the transmission line of electricity high voltage iron tower and steel tower reinforcing ironware in the bracing means on basis described in Fig. 1.
Specific implementation mode
The technical solution of this patent is described in more detail With reference to embodiment.
Please refer to Fig.1-4, a kind of bracing means of transmission line of electricity high voltage iron tower and basis, including bored concrete pile foundation, reinforcing bar
Concrete connecting-beam, steel strand wires and steel tower reinforce ironware, and two bored concrete pile foundations are separately mounted to steel tower conducting wire and remove side original
Two basic both sides having, two bored concrete pile foundations are connected by reinforced concrete coupling beams and existing two bases of steel tower
It connects, forms an entirety, complete the reinforcing on basis, the steel tower reinforces the tower that ironware is mounted on above the cable platform of steel tower
With, draw ring is installed, draw ring is reinforced ironware with steel tower by steel strand wires and is mutually fixedly connected, right on the reinforced concrete coupling beams
Steel tower is reinforced.
The steel strand wires are galvanized strand wires GJ-150.
The bored concrete pile foundation includes outer stirrup and interior stirrup.
The outer stirrup internal diameter is φ 880mm, and interior stirrup internal diameter is φ 816mm.
The bored concrete pile foundation top is higher by the high 600mm of original basis top mark of steel tower.
The perfusion depth of the bored concrete pile foundation is 6200mm.
Original basis of the bored concrete pile foundation and steel tower is located along the same line, and adjacent bored concrete pile foundation and iron
The spacing on original basis of tower is 4000mm.
The thickness of the reinforced concrete coupling beams is 1000mm.
Operation principle：Side is removed in steel tower conducting wire to reinforce steel tower and basis by bracing means, it is another to balance
The broken string tension of side removes side group plinth both sides in steel tower conducting wire and adds a bored concrete pile foundation respectively, passes through reinforced concrete coupling beams
Original old iron tower foundation is attached with two bored concrete pile foundations, while ironware being installed on tower body, is twisted using galvanized steel
Line GJ-150 is attached with reinforced concrete coupling beams, complete steel tower with basis integral reinforcing, compared to tradition replace steel tower and
Bracing wire reinforcing mode is beaten, large area occupation of land is avoided, saves track investment, shorten construction period.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is set
Set ", " connected " and " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or one
Ground connects；It can be directly connected, can also can be indirectly connected through an intermediary the connection inside two elements.It is right
For those skilled in the art, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this practicality is new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing in the equivalent requirements of the claims will be fallen
All changes in justice and range are embraced therein, and should not any reference numeral in claim be considered as limitation
Involved claim.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (9)
1. the bracing means of a kind of transmission line of electricity high voltage iron tower and basis, which is characterized in that including bored concrete pile foundation, reinforced concrete
Native coupling beam, steel strand wires and steel tower reinforce ironware, and it is original that two bored concrete pile foundations are separately mounted to steel tower conducting wire dismounting side
Two basic both sides, two bored concrete pile foundations are attached by reinforced concrete coupling beams and existing two bases of steel tower,
The steel tower is reinforced on the tower body that ironware is mounted on above the cable platform of steel tower, and drawing is equipped on the reinforced concrete coupling beams
Ring, draw ring are reinforced ironware with steel tower by steel strand wires and are mutually fixedly connected.
2. the bracing means of transmission line of electricity high voltage iron tower according to claim 1 and basis, which is characterized in that the steel twists
Line is galvanized strand wires GJ-150.
3. the bracing means of transmission line of electricity high voltage iron tower according to claim 1 and basis, which is characterized in that the perfusion
Pile foundation includes outer stirrup and interior stirrup.
4. the bracing means of transmission line of electricity high voltage iron tower according to claim 3 and basis, which is characterized in that the outer hoop
Muscle internal diameter is φ 880mm, and interior stirrup internal diameter is φ 816mm.
5. the bracing means of transmission line of electricity high voltage iron tower according to claim 3 and basis, which is characterized in that the perfusion
Pile foundation top is higher by the high 600mm of original basis top mark of steel tower.
6. the bracing means of transmission line of electricity high voltage iron tower according to claim 1 and basis, which is characterized in that the perfusion
The perfusion depth of pile foundation is 6200mm.
7. the bracing means of transmission line of electricity high voltage iron tower according to claim 1 and basis, which is characterized in that the perfusion
Original basis of pile foundation and steel tower is located along the same line.
8. the bracing means of transmission line of electricity high voltage iron tower according to claim 7 and basis, which is characterized in that adjacent institute
The spacing for stating original basis of bored concrete pile foundation and steel tower is 4000mm.
9. the bracing means of transmission line of electricity high voltage iron tower according to claim 1 and basis, which is characterized in that the reinforcing bar
The thickness of concrete connecting-beam is 1000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721504702.9U CN207608939U (en) | 2017-11-13 | 2017-11-13 | A kind of bracing means of transmission line of electricity high voltage iron tower and basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721504702.9U CN207608939U (en) | 2017-11-13 | 2017-11-13 | A kind of bracing means of transmission line of electricity high voltage iron tower and basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207608939U true CN207608939U (en) | 2018-07-13 |
Family
ID=62795258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721504702.9U Expired - Fee Related CN207608939U (en) | 2017-11-13 | 2017-11-13 | A kind of bracing means of transmission line of electricity high voltage iron tower and basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207608939U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106930A (en) * | 2019-06-03 | 2019-08-09 | 国核电力规划设计研究院重庆有限公司 | A kind of novel iron tower foundation method for reinforcing and protecting |
-
2017
- 2017-11-13 CN CN201721504702.9U patent/CN207608939U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106930A (en) * | 2019-06-03 | 2019-08-09 | 国核电力规划设计研究院重庆有限公司 | A kind of novel iron tower foundation method for reinforcing and protecting |
| CN110106930B (en) * | 2019-06-03 | 2021-07-16 | 国核电力规划设计研究院重庆有限公司 | Iron tower foundation reinforcement protection method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180713 Termination date: 20201113 |
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| CF01 | Termination of patent right due to non-payment of annual fee |