CN106193782B - Crater wall vertical bar rock-steady structure - Google Patents
Crater wall vertical bar rock-steady structure Download PDFInfo
- Publication number
- CN106193782B CN106193782B CN201610739893.0A CN201610739893A CN106193782B CN 106193782 B CN106193782 B CN 106193782B CN 201610739893 A CN201610739893 A CN 201610739893A CN 106193782 B CN106193782 B CN 106193782B
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- vertical bar
- steady structure
- wall vertical
- crater wall
- rock
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- 230000007704 transition Effects 0.000 claims description 23
- 238000005516 engineering process Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 7
- 230000008569 process Effects 0.000 abstract description 5
- 230000005484 gravity Effects 0.000 abstract description 4
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 22
- 238000010586 diagram Methods 0.000 description 10
- 238000011900 installation process Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003019 stabilising effect Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
- E04H12/345—Arrangements for tilting up whole structures or sections thereof
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention belongs to power transmission and distribution equipment technology fields, specifically provide a kind of crater wall vertical bar rock-steady structure, including ring foundation frame and connecting rod (8), one end of the connecting rod (8) is connect with the ring foundation frame, the other end is connecting pin, and the connecting pin extends to the outside of the ring foundation frame.Crater wall vertical bar rock-steady structure of the invention, which can be shared, transmits the anti-power of toppling over that the pole foot of traditional holding pole device is born, so that holding pole device mainly undertakes the lifting gravity on vertical direction, and then greatly enhances the security and stability of holding pole device use process.Simultaneously, crater wall vertical bar rock-steady structure of the invention can expand the use scope of traditional holding pole device significantly, it is set to be applicable not only to the geographical conditions such as ground grading, slope, slope and plane intersection, staged ground and other out-of-flatness ground are applied equally to, and then greatly expand the scope of application.
Description
Technical field
The invention belongs to power transmission and distribution equipment technology fields, and in particular to a kind of crater wall vertical bar rock-steady structure.
Background technique
The progress of modern society be unable to do without power network, communication network and other various cable networks, utilizes in room for promotion
From the point of view of degree, most of these networks are supported in the air by electric pole to save space resources.A large amount of erections of electric pole
It needs largely to erect electric pole into vertical bar hole and carries out firm vertical bar engineering.In space, abundance and surface condition are preferable
Etc. conditions permits place, the setting of electric pole erects usually using crane lifting.In addition there is the installation of most electric pole
Bad environments, positioned at having inconvenient traffic, in place of the uneven of ground, such as remote mountains etc..This part electric pole can not be using safety
Crane carries out lifting vertical bar.The holding pole devices such as list pole, herringbone holding pole and triangle pole are commonly used in traditional technology as auxiliary
Instrument, to complete the setting installation of inclement condition place electric pole.As shown in FIG. 1 to 3, respectively traditional technology list pole,
Herringbone holding pole and triangle pole carry out the status diagram that electric pole erects installation.It was lifted by crane it is found that electric pole erects installation
Cheng Zhong, the maximal end point of lifting force act on the contact site on pole and ground.Due to electric pole heavier-weight itself, without other beams
In the case where tiing up, the pole foot of pole and ground face contact is easy to happen sliding, leads to phenomenon appearance of collapsing, and risk is very high.By
It stops at pole foot in the maximal end point of lifting force, traditional pole itself not only assumes responsibility for the gravity of electric pole, but also assumes responsibility for vertical bar
The plane stability in horizontal direction that process generates, which is resisted strenuously, topples over power, therefore single pole, herringbone holding pole and the triangle of traditional technology
The pole of pole, which is set up, to be easy to be influenced by surface condition, and out-of-flatness is got on ground, and pole is more unstable to ground position, and it is difficult to set up
Degree is bigger, and risk is bigger.
Summary of the invention
In order to solve the above problem existing for traditional technology, the present invention provides a kind of crater wall vertical bar rock-steady structures.It is described
Crater wall vertical bar rock-steady structure can quickly finish the lifting installation of electric pole and reliable and stable be less prone to of installation process is collapsed
Situation of collapsing at the same can be not only restricted to surface condition, be suitable for a variety of installation environments.
The installation of electric pole is to erect electric pole to be fit into the preset vertical bar hole dug, and consolidated after all
It is fixed.Core of the invention design is the hole that the final stress point of traditional pole is transferred to vertical bar hole by a stabilising arrangement
Wall, and then the main stabilizing mechanism established using the powerful intensity of vertical bar hole crater wall as electric pole, vertical bar hole crater wall undertake vertical bar
The horizontal direction generated in the process topples over power, and then traditional technology pole is avoided not only to bear hoist power, but also undertakes to resist and topple over
The shortcomings that power.
The following are on the basis of aforementioned core idea, technical solution of the present invention is further elaborated:
Crater wall vertical bar rock-steady structure of the invention includes ring foundation frame and connecting rod, one end of the connecting rod with it is described
The connection of ring foundation frame, the other end is connecting pin, and the connecting pin extends to the outside of the ring foundation frame.
When the holding pole device of crater wall vertical bar rock-steady structure combination traditional technology of the invention is specifically used, by ring foundation frame
It sets up and is fixed on the near coal-mine of vertical bar hole, then by the pole foot of the connecting pin of connecting rod and the pole of used holding pole device
It links together.During lifting, by the transmitting of crater wall vertical bar rock-steady structure, the horizontal direction at pole foot topples over power transmitting
It is cheated to vertical bar, digestion is cheated by vertical bar and is born, pole foot master undertakes the lifting gravity of vertical direction, and then enhances lifting process, whole
The stability of a device reduces the accidents such as inclination, collapsing and occurs, realizes from high-risk operation to the progress of reliable and secure operation.
It is bonded effect by crater wall vertical bar rock-steady structure, so that the present invention combines the scope of application of traditional pole to greatly increase,
In out-of-flatness ground, the even installation environments such as slope, it can all realize that installation is erect in the safety lifting of electric pole.Meanwhile the present invention
In the quantity of connecting rod can be selected according to holding pole device joined together, the pole quantity phase contained with holding pole device
Deng, and connect one to one.
The device stability of installation process is established in order to further enhance electric pole.Advantageous embodiment, the number of the connecting rod
Amount is two or more, and two or more the connecting rods are uniformly distributed along the side of the ring foundation frame.Advantageous embodiment, it is described
The quantity of connecting rod is three.The quantity situation of connecting rod can be made according to used holding pole device and on-site actual situations
Optimal selection.Three connecting rods and triangle pole are relatively more stable structures when cooperating, and can further promote electric wire
Bar establishes the device stability of installation process.
In order to facilitate the smooth dismounting of electric pole ring foundation frame after the installation is completed.Advantageous embodiment, the ring foundation frame
It is successively hingedly made of more curved rods.After the installation is completed using crater wall vertical bar rock-steady structure of the invention, ring foundation frame set
It is located at the peripheral side of electric pole, it is inconvenient from upper taking-up since electric pole height is higher.By dismountable by more curved rods
Hinged mode, after the installation is completed, it may be convenient to disassemble ring foundation frame, while the quantity of curved rod can be according to reality
Situation and the near coal-mine size in vertical bar hole are selected, it is hinged on need quantity to be mounted, further facilitated the present invention
Technology implement.Further preferably, in order to which the convenience of ring foundation frame assembling considers, the quantity of the curved rod is three.
Advantageous embodiment, the head end of the every curved rod are provided with protrusion, the tail end of the every curved rod be provided with
The corresponding groove of the protrusion, the head end and the tail end are by being arranged in the second of the recess sidewall and the protrusion
Fixing bolt is hinged.Pass through this section of scheme, it is further provided the detachable articulated manner between an each section of curved rod, installation
Tightness is good, and stability is high, and assembly and disassembly are easy, is suitable for practice.
In order to further expand the applicable surface condition of crater wall vertical bar rock-steady structure of the invention, advantageous embodiment, the company
It connects end and is connected with support rod.The support rod added can be jacked up in the bottom of pole foot, and then cope with a certain pole foot institute
The case where place ground is substantially less than ground locating for other pole feet.
In order to further expand the applicable surface condition of crater wall vertical bar rock-steady structure of the invention, advantageous embodiment, the company
It connects end and is connected with angular transition bar.By the angular transition bar added, so that crater wall vertical bar rock-steady structure of the invention is not
It is only applicable to ground grading and slope ground, applies also for Heat resources and the out-of-flatness ground on slope and ground grading etc..
The present invention also provides the movable connection method of a kind of specific angular transition bar and connecting rod, advantageous embodiment, institutes
The end face for stating connecting rod connecting pin is provided with locating slot, one end of the angular transition bar and the inner bottom wall activity of the locating slot
The other end of connection, the angular transition bar stretches out the locating slot；Multiple groups positioning has been sequentially arranged in the positioning groove sidewall
Hole, every group of location hole includes two corresponding location holes, and every group of two location holes are separately positioned on the locating slot
In opposite two side walls；Slide opening corresponding with the location hole is provided on the angular transition bar；The angular transition
Bar is removably fixedly connected with the connecting rod by being arranged in the first fixing bolt of location hole and slide opening.The present invention provides
Angular transition bar and connecting rod movable connection structure guarantee succinctly and consolidate on the basis of so that angular transition bar and company
The adjustment of included angle also becomes more convenient reliable between extension bar, and then further increases crater wall vertical bar of the invention and stablize knot
The applicable geographical conditions of structure.
Based on discussed above, the invention has the benefit that crater wall vertical bar rock-steady structure of the invention can share transmitting
The anti-power of toppling over that the pole foot of traditional holding pole device is born, so that holding pole device mainly undertakes the lifting gravity on vertical direction,
And then greatly enhance the security and stability of holding pole device use process.Meanwhile crater wall vertical bar rock-steady structure of the invention can be with
The use scope for expanding traditional holding pole device significantly, makes it be applicable not only to the geographical conditions such as ground grading, is applied equally to
Slope, slope and plane intersection, staged ground and other out-of-flatness ground, and then greatly expand the scope of application.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of single pole installation vertical bar in the prior art；
Fig. 2 is the structural schematic diagram of herringbone holding pole installation vertical bar in the prior art；
Fig. 3 is the structural schematic diagram of prior art intermediate cam pole installation vertical bar；
Fig. 4 is the structural schematic diagram of crater wall vertical bar rock-steady structure of the invention；
Fig. 5 is the a-quadrant partial enlarged view of the rock-steady structure of crater wall vertical bar shown in Fig. 4；
Fig. 6 is the B area partial enlarged view of the rock-steady structure of crater wall vertical bar shown in Fig. 4；
Fig. 7 is the using state structure diagram of crater wall vertical bar rock-steady structure of the invention on level land；
Fig. 8 is the using state structure diagram of crater wall vertical bar rock-steady structure of the invention on slope；
Fig. 9 is the using state structure diagram of crater wall vertical bar rock-steady structure of the invention on non-flat forms ground；
Figure 10 is the use state structural representation of crater wall vertical bar rock-steady structure of the invention on level land and ramp interface area
Figure；
Figure 11 is the using state structure diagram of crater wall vertical bar rock-steady structure of the invention on non-flat forms ground；
In figure: 1 is ground, and 2 cheat for vertical bar, and 3 be auxiliary rope, and 4 be electric pole, and 5 be traction rope, and 6 be pole, and 7 be arc
Bar, 71 be groove, 72 be protrusion, 8 be connecting rod, 81 be locating slot, 82 be location hole, 9 be angular transition bar, 91 be slide opening,
10 be the first fixing bolt, and 11 be the second fixing bolt, and 12 be support rod.
Specific embodiment
The present invention is further explained below in conjunction with drawings and the specific embodiments.
As shown in Fig. 4~Figure 11, the crater wall vertical bar rock-steady structure of the present embodiment includes ring foundation frame and connecting rod 8, institute
The one end for stating connecting rod 8 is connect with the ring foundation frame, and the other end is connecting pin, and the connecting pin is to the ring foundation frame
Outside extend.
The following are to further improvement of this embodiment and explaination:
The quantity of the connecting rod 8 be two or more, and as shown in figure 4, two or more the connecting rods 8 along the ring
The side of shape foundation frame is uniformly distributed.As shown in Fig. 4 and Fig. 7~Figure 11, the quantity of the connecting rod 8 is three.Shown in Fig. 7
As the crater wall vertical bar rock-steady structure cooperation triangle pole of the present embodiment carries out electric pole to sling the state signal for erectting installation
Figure.Ring foundation frame is fixed at the near coal-mine position in vertical bar hole 2.The lower part pole foot of three poles 6 of triangle pole is distinguished
It is connect with the connecting pin of three connecting rods 8.The middle part of electric pole 4 is fixedly installed traction rope 5, and the other end of traction rope 5 is worn
What is be arranged at the top of triangle pole hangs in apertured or skidding.By pulling downward on for traction rope 5, and then electric pole 4 is sling, made
It, which is corresponded to, falls into vertical bar hole 2, and then completes the smooth setting installation of electric pole 4.As shown in figure 8, being in slope class in reply
When geographical conditions, the crater wall vertical bar rock-steady structure of the present embodiment can equally make smoothly completing for 4 safety and stability of electric pole hang
Play installation.
As shown in figure 4, the ring foundation frame is successively hingedly made of three curved rods 7.As shown in fig. 6, described in every
The head end of curved rod 7 is provided with protrusion 72, and the tail end of the every curved rod 7 is provided with and the raised 72 corresponding groove
71, the head end and the tail end are cut with scissors by being arranged in the second fixing bolt 11 of 71 side wall of groove and described raised 72
It connects.
The connecting pin is connected with support rod 12.Figure 11 show perpendicular using the crater wall of the present embodiment of support rod 12
The using state structure diagram of bar rock-steady structure.Support rod 12 is made in the pole foot of pole 6 vertically, and then realizes to injustice
The electric pole 4 on the especially ladder-like ground in site preparation face slings setting installation.
As shown in figure 4, the connecting pin is connected with angular transition bar 9.As shown in figure 5,8 connecting pin of connecting rod
End face be provided with locating slot 81, one end of the angular transition bar 9 is flexibly connected with the inner bottom wall of the locating slot 81, described
The other end of angular transition bar 9 stretches out the locating slot 81；It has been sequentially arranged multiple groups location hole 82 on 81 side wall of locating slot,
Every group of location hole 82 includes two corresponding location holes 82, and the location hole 82 of two of every group is separately positioned on the positioning
In the opposite two side walls of slot 81；Slide opening 91 corresponding with the location hole 82 is provided on the angular transition bar 9；It is described
Angular transition bar 9 and the connecting rod 8 are removably solid by the first fixing bolt 10 for being arranged in location hole 82 and slide opening 91
Fixed connection.Fig. 9 show the use state structural representation of the crater wall vertical bar rock-steady structure using the present embodiment of angular transition bar 9
Figure.By adjusting the angle between angular transition bar 9 and connecting rod 8, so that the other end of the angular transition bar 9 far from connecting rod 8
It is connect with the pole foot in lower ground, and then realizes electric pole 4 in the smooth installation on out-of-flatness ground.Similarly, such as Figure 10
It is shown, by adjusting the included angle of angular transition bar 9 and connecting rod 8, so that the angle is corresponding to the gradient of slope ground, into
And the crater wall vertical bar rock-steady structure of the present embodiment can be made more easily to be applied under slope and level land boundary class geographical conditions
Electric pole 4 slings setting installation.
The present invention is not limited to above-mentioned preferred forms, anyone can show that other are various under the inspiration of the present invention
The product of form, however, make any variation in its shape or structure, it is all that there is skill identical or similar to the present application
Art scheme, is within the scope of the present invention.
Claims (9)
1. crater wall vertical bar rock-steady structure, it is characterised in that: including ring foundation frame and connecting rod (8), the one of the connecting rod (8)
End is connect with the ring foundation frame, and the other end is connecting pin, and the connecting pin extends to the outside of the ring foundation frame；Institute
Ring foundation frame is stated to set up and be fixed on the near coal-mine of vertical bar hole, the pole of the pole of the connecting pin and used holding pole device
Foot links together.
2. crater wall vertical bar rock-steady structure according to claim 1, it is characterised in that: the quantity of the connecting rod (8) is two
More than root, two or more the connecting rods (8) are uniformly distributed along the side of the ring foundation frame.
3. crater wall vertical bar rock-steady structure according to claim 2, it is characterised in that: the quantity of the connecting rod (8) is three
Root.
4. crater wall vertical bar rock-steady structure according to claim 1, it is characterised in that: the ring foundation frame is by more arcs
Bar (7) is successively hinged to be formed.
5. crater wall vertical bar rock-steady structure according to claim 4, it is characterised in that: the quantity of the curved rod (7) is three
Root.
6. crater wall vertical bar rock-steady structure according to claim 4, it is characterised in that: the head end of the every curved rod (7)
It is provided with raised (72), the tail end of the every curved rod (7) is provided with groove (71) corresponding with raised (72), institute
It states head end and the tail end and is cut with scissors by being arranged in the second fixing bolt (11) of the groove (71) side wall and raised (72)
It connects.
7. crater wall vertical bar rock-steady structure according to claim 1, it is characterised in that: the connecting pin is connected with support
Bar (12).
8. crater wall vertical bar rock-steady structure according to claim 1, it is characterised in that: the connecting pin is flexibly connected angled
Selector bar (9).
9. crater wall vertical bar rock-steady structure according to claim 8, it is characterised in that: the end of connecting rod (8) connecting pin
Face is provided with locating slot (81), and one end of the angular transition bar (9) is flexibly connected with the inner bottom wall of the locating slot (81), institute
The other end for stating angular transition bar (9) stretches out the locating slot (81)；Multiple groups have been sequentially arranged on locating slot (81) side wall
Location hole (82), every group of location hole (82) include two corresponding location holes (82), the location hole (82) of two of every group
It is separately positioned in the opposite two side walls of the locating slot (81)；It is provided with and the positioning on the angular transition bar (9)
The corresponding slide opening (91) in hole (82)；The angular transition bar (9) and the connecting rod (8) by be arranged in location hole (82) and
The first fixing bolt (10) of slide opening (91) is removably fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610739893.0A CN106193782B (en) | 2016-08-26 | 2016-08-26 | Crater wall vertical bar rock-steady structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610739893.0A CN106193782B (en) | 2016-08-26 | 2016-08-26 | Crater wall vertical bar rock-steady structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193782A CN106193782A (en) | 2016-12-07 |
| CN106193782B true CN106193782B (en) | 2019-02-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610739893.0A Expired - Fee Related CN106193782B (en) | 2016-08-26 | 2016-08-26 | Crater wall vertical bar rock-steady structure |
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| Country | Link |
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| CN (1) | CN106193782B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107952912A (en) * | 2018-01-15 | 2018-04-24 | 中建三局集团有限公司 | A kind of embedded bar machine straightening device and its application method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6397545B1 (en) * | 1999-03-29 | 2002-06-04 | Kazak Composites, Inc. | Energy-absorbing utility poles and replacement components |
| CN102482860A (en) * | 2009-06-10 | 2012-05-30 | 钥石工程公司 | Offshore support structure and associated method of installing |
| CN203531496U (en) * | 2013-10-11 | 2014-04-09 | 国家电网公司 | Falling type double-holding-rod pole erecting device |
| CN204199836U (en) * | 2014-06-26 | 2015-03-11 | 国家电网公司 | A kind of power tower group lifting component device and pole thereof |
| CN105888350A (en) * | 2016-05-13 | 2016-08-24 | 济宁济东园艺科技发展有限公司 | Telegraph pole and mounting and fixing method thereof |
-
2016
- 2016-08-26 CN CN201610739893.0A patent/CN106193782B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6397545B1 (en) * | 1999-03-29 | 2002-06-04 | Kazak Composites, Inc. | Energy-absorbing utility poles and replacement components |
| CN102482860A (en) * | 2009-06-10 | 2012-05-30 | 钥石工程公司 | Offshore support structure and associated method of installing |
| CN203531496U (en) * | 2013-10-11 | 2014-04-09 | 国家电网公司 | Falling type double-holding-rod pole erecting device |
| CN204199836U (en) * | 2014-06-26 | 2015-03-11 | 国家电网公司 | A kind of power tower group lifting component device and pole thereof |
| CN105888350A (en) * | 2016-05-13 | 2016-08-24 | 济宁济东园艺科技发展有限公司 | Telegraph pole and mounting and fixing method thereof |
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| CN106193782A (en) | 2016-12-07 |
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| CB03 | Change of inventor or designer information |
Inventor after: Tang Guorui Inventor after: Long Hui Inventor after: Liu Yong Inventor after: Wang Yuechang Inventor after: Zhang Xiang Inventor after: Jiang Huaijun Inventor before: Tang Guorui Inventor before: Long Hui Inventor before: Liu Yong |
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Granted publication date: 20190226 |