CN205296200U - Power wire tower ground stake system - Google Patents
Power wire tower ground stake system Download PDFInfo
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- CN205296200U CN205296200U CN201521021490.XU CN201521021490U CN205296200U CN 205296200 U CN205296200 U CN 205296200U CN 201521021490 U CN201521021490 U CN 201521021490U CN 205296200 U CN205296200 U CN 205296200U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract 3
- 230000002146 bilateral effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 11
- 238000009412 basement excavation Methods 0.000 description 4
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
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Abstract
The utility model discloses a power wire tower ground stake system, including going to the bottom concrete body, it all is provided with the connecting reinforcement post to go to the bottom concrete body's front end and rear end, it is provided with upper left concrete body and upper right concrete body to go to the bottom concrete body top, upper left concrete body is bilateral symmetry for upper right concrete body with the sagittal axis of concrete body of going to the bottom and distributes, upper left concrete body and upper right concrete body top are provided with the spread groove steel part, the connecting reinforcement post that passes upper left concrete body's connecting reinforcement post and upper right concrete body passes the bottom surface of spread groove steel part, be provided with stake spliced pole in a plurality of ground in upper left concrete body's the protrusion platform region, be provided with stake spliced pole in a plurality of ground in upper right concrete body's the protrusion platform region, all ground stake spliced poles become circular array and arrange overlooking the direction, ground stake spliced pole top is provided with the ground stake, ground stake spliced pole passes through the flange dish and is connected with ground stake bottom. The utility model has the advantages of: simple structure, with low costs, easy operation is swift.
Description
Technical field
This utility model relates to the ground pilework in power equipment, specifically electric wire tower pile system.
Background technology
Electric wire tower pile is subject to the foundation system of electric wire tower. The capital construction mode of existing electric wire tower pile is: excavate a pit-hole, then builds the template of a cylinder row, injects concrete grout, namely form foundation structure after waiting concrete coagulation in template. The construction duration of this structure is long, complex procedures, and the area of suitable weather conditions temperature, and be not suitable at extremely frigid zones aforesaid way, at extremely frigid zones, concrete condensation process can freeze, structural strength can be affected, and therefore said structure is at extremely frigid zones, as China Qinghai-xizang Plateau Region can not adopt said structure, forming the existing less for electric intensity of China's western region, capital construction is inadequate.
Utility model content
The purpose of this utility model is in that to provide a kind of electric wire tower pile system, and this electric wire tower pile system utilizes modular construction, it is achieved overcome the purpose of the environment of extremely frigid zones, with the tower pile system that installs electric wiring quick, convenient, non-icing.
The purpose of this utility model is achieved through the following technical solutions: electric wire tower pile system, the groove that bottom surface is arranged is cheated including at pile, the concrete bodies of going to the bottom of cuboid it is filled with in groove, upper surface and the pile of concrete bodies of going to the bottom is cheated bottom surface and is flushed, the go to the bottom front-end and back-end of concrete bodies are provided with connection steel bar column, the go to the bottom front end of concrete bodies is provided with at least 2 and connects steel bar columns, the go to the bottom rear end of concrete bodies is provided with at least 2 and connects steel bar columns, concrete bodies of going to the bottom is provided above upper left concrete bodies and upper right concrete bodies, upper left concrete bodies is relative to the following base concrete body symmetrical distribution of sagittal axis of upper right concrete bodies, the front-end and back-end of upper left concrete bodies, and the front-end and back-end of upper right concrete bodies are provided with the through hole moved towards up and down, connect steel bar column traverse through hole, the bottom surface of upper left concrete bodies and the bottom surface of upper right concrete bodies are cheated bottom surface with pile and are flushed,Upper left concrete bodies and upper right concrete bodies are provided above link slot steel part, the bottom surface connecting steel bar column traverse link slot steel part connecting steel bar column and upper right concrete bodies through upper left concrete bodies, the central region of upper left concrete bodies and the central region of upper right concrete bodies are provided with protrusion platform, it is provided with multiple pile joint pin in the protrusion platform region of upper left concrete bodies, it is provided with multiple pile joint pin in the protrusion platform region of upper right concrete bodies, all pile joint pins overlook the circular array arrangement in direction, pile joint pin is provided above pile, pile joint pin is connected with bottom pile by ring flange.
The principle of said structure illustrates: concrete bodies of going to the bottom, upper left concrete bodies and upper right concrete bodies are prefabricated concrete body, structure foundation basis constitutes structure foundation basis, at the scene during construction electric wire tower pile system, no longer adopt filling concrete operation. Concrete bodies of going to the bottom is placed in groove, it is possible to the concrete bodies that prevents from going to the bottom thinks that peripheral direction shifts. Utilize and connect the steel bar column traverse such attachment structure of link slot steel part, make to go to the bottom concrete bodies, upper left concrete bodies and upper right concrete bodies these three parts combine, then utilize pile joint pin by ring flange and pile so that pile is installed on said structure foundation. Connect steel bar column and link slot steel part and pile joint pin and ring flange forms the left and right to upper left concrete bodies and upper right concrete bodies to connection. Conventional setting, upper left concrete bodies and upper right concrete bodies can adopt the structure of a monoblock, it is contemplated that the insertion difficult problem of the construction weight of the structure of a monoblock and connection steel bar column, this utility model adopts above-mentioned Split type structure, so can insert connection steel bar column easily. Said structure can solve the Frozen soil problems of extremely frigid zones, and efficiency of construction is significantly high.
The constructing operation of said structure is, first excavation pile hole, and the bottom surface compacting cheated by pile is levelling, then forming groove at central area excavation, groove floor compacting is levelling, is then placed into concrete bodies of going to the bottom, then upper left concrete bodies is placed, connect steel bar column through upper left concrete bodies, then place upper right concrete bodies, connect steel bar column traverse upper right concrete bodies, link slot steel part is installed again, finally connect pile to pile joint pin, finally backfill, compacting pile hole. Whole operation is without on-the-spot concrete grouting operation.
Preferably, the lower end connecting steel bar column extends to inside concrete bodies of going to the bottom and welds with the reinforcing bar cage gone to the bottom within concrete bodies. Increase structural strength.
Preferably, upper left concrete bodies and upper right concrete bodies are formation square after cuboid, upper concrete bodies and upper right concrete bodies symmetry arrangement are close to. Increase structural strength.
Increase structural strength. Link slot steel part opening up. Increase structural strength.
Increase structural strength. The connection steel bar column of upper left concrete bodies has 16, and the connection steel bar column of upper right concrete bodies has 16, and 16 of upper left concrete bodies connect steel bar column and become 2 row 8 row arrangements, and 16 of upper right concrete bodies connect steel bar column and become 2 row 8 row arrangements. Increase structural strength.
The utility model has the advantage of: simple in construction, cost is low, simple and quick, it is achieved overcome the purpose of the environment of extremely frigid zones, with the tower pile system that installs electric wiring quick, convenient, non-icing.
Accompanying drawing explanation
Fig. 1 is schematic side view of the present utility model.
Fig. 2 is schematic top plan view of the present utility model.
Accompanying drawing labelling in figure is expressed as: 1, pile hole; 2, go to the bottom concrete bodies; 3, upper left concrete bodies; 4, upper right concrete bodies; 5, steel bar column is connected; 6, link slot steel part; 7, pile joint pin; 8, pile; 9, platform is protruded.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail, but embodiment of the present utility model is not limited to this.
Embodiment 1:
As Figure 1-Figure 2.
Electric wire tower pile system, the groove that 1 bottom surface is arranged is cheated including at pile, the concrete bodies 2 of going to the bottom of cuboid it is filled with in groove, the go to the bottom upper surface of concrete bodies 2 is cheated 1 bottom surface and is flushed with pile, the go to the bottom front-end and back-end of concrete bodies 2 are provided with connection steel bar column 5, the go to the bottom front end of concrete bodies 2 is provided with at least 2 and connects steel bar columns 5, the go to the bottom rear end of concrete bodies 2 is provided with at least 2 and connects steel bar columns 5, concrete bodies 2 of going to the bottom is provided above upper left concrete bodies 3 and upper right concrete bodies 4, upper left concrete bodies 3 is relative to upper right concrete bodies less than the 4 base concrete body 2 symmetrical distribution of sagittal axis, the front-end and back-end of upper left concrete bodies 3, and the front-end and back-end of upper right concrete bodies 4 are provided with the through hole moved towards up and down, connect steel bar column 5 traverse through hole, the bottom surface of upper left concrete bodies 3 and the bottom surface of upper right concrete bodies 4 are cheated 1 bottom surface and are flushed with pile, upper left concrete bodies 3 and upper right concrete bodies 4 are provided above link slot steel part 6, the bottom surface connecting steel bar column 5 traverse link slot steel part 6 connecting steel bar column 5 and upper right concrete bodies 4 through upper left concrete bodies 3, the central region of upper left concrete bodies 3 and the central region of upper right concrete bodies 4 are provided with protrusion platform 9, it is provided with multiple pile joint pin in protrusion platform 9 region of upper left concrete bodies 3, it is provided with multiple pile joint pin 7 in protrusion platform 9 region of upper right concrete bodies 4, all pile joint pins overlook the circular array arrangement in direction, pile joint pin 7 is provided above pile 8, pile joint pin 7 is connected with bottom pile 8 by ring flange.
The principle of said structure illustrates: concrete bodies 2 of going to the bottom, upper left concrete bodies 3 and upper right concrete bodies 4 are prefabricated concrete body, structure foundation basis constitutes structure foundation basis, at the scene during construction electric wire tower pile system, no longer adopt filling concrete operation. Concrete bodies 2 of going to the bottom is placed in groove, it is possible to the concrete bodies 2 that prevents from going to the bottom thinks that peripheral direction shifts. Utilize and connect the steel bar column 5 traverse such attachment structure of link slot steel part 6, make to go to the bottom concrete bodies 2, upper left concrete bodies 3 and upper right concrete bodies 4 these three parts combine, then utilize pile joint pin by ring flange and pile 8 so that pile is installed on said structure foundation. Connect steel bar column 5 and link slot steel part 6 and pile joint pin and ring flange forms the left and right to upper left concrete bodies 3 and upper right concrete bodies 4 to connection. Conventional setting, upper left concrete bodies 3 and upper right concrete bodies 4 can adopt the structure of a monoblock, it is contemplated that the insertion difficult problem of the construction weight of the structure of a monoblock and connection steel bar column 5, this utility model adopts above-mentioned Split type structure, so can insert connection steel bar column 5 easily. Said structure can solve the Frozen soil problems of extremely frigid zones, and efficiency of construction is significantly high.
The constructing operation of said structure is, first excavation pile hole 1, and the bottom surface that pile is cheated 1 is tamped levelling, then forming groove at central area excavation, groove floor compacting is levelling, is then placed into concrete bodies 2 of going to the bottom, then upper left concrete bodies 3 is placed, connect steel bar column 5 through upper left concrete bodies 3, then place upper right concrete bodies 4, connect steel bar column 5 traverse upper right concrete bodies 4, link slot steel part 6 is installed again, finally connect pile 8 to pile joint pin 7, finally backfill, compacting pile hole 1. Whole operation is without on-the-spot concrete grouting operation.
Preferably, the lower end connecting steel bar column 5 extends to inside concrete bodies 2 of going to the bottom and welds with the reinforcing bar cage gone to the bottom within concrete bodies 2. Increase structural strength.
Preferably, upper left concrete bodies 3 and upper right concrete bodies 4 are formation square after cuboid, upper concrete bodies 3 and upper right concrete bodies 4 symmetry arrangement are close to. Increase structural strength.
Increase structural strength. Link slot steel part opening up. Increase structural strength.
Increase structural strength. The connection steel bar column 5 of upper left concrete bodies 3 has 16, and the connection steel bar column 5 of upper right concrete bodies 4 has 16, and 16 of upper left concrete bodies 3 connect the arrangement of steel bar column 5 one-tenth 2 row 8 row, and 16 of upper right concrete bodies 4 connect the arrangement of steel bar column 5 one-tenth 2 row 8 row. Increase structural strength.
As it has been described above, then can well realize this utility model.
Claims (5)
1. electric wire tower pile system, it is characterized in that: include cheating, at pile, the groove that (1) bottom surface is arranged, the concrete bodies of going to the bottom (2) of cuboid it is filled with in groove, upper surface and the pile of concrete bodies (2) of going to the bottom is cheated (1) bottom surface and is flushed, the go to the bottom front-end and back-end of concrete bodies (2) are provided with connection steel bar column (5), the go to the bottom front end of concrete bodies (2) is provided with at least 2 and connects steel bar column (5), the go to the bottom rear end of concrete bodies (2) is provided with at least 2 and connects steel bar column (5), concrete bodies (2) of going to the bottom is provided above upper left concrete bodies (3) and upper right concrete bodies (4), upper left concrete bodies (3) is relative to the symmetrical distribution of body (2) sagittal axis of upper right concrete bodies (4) following base concrete, the front-end and back-end of upper left concrete bodies (3), and the front-end and back-end of upper right concrete bodies (4) are provided with the through hole moved towards up and down, connect steel bar column (5) traverse through hole, the bottom surface of upper left concrete bodies (3) and the bottom surface of upper right concrete bodies (4) are cheated (1) bottom surface with pile and are flushed, upper left concrete bodies (3) and upper right concrete bodies (4) are provided above link slot steel part (6), the bottom surface of the connection steel bar column (5) of traverse upper left concrete bodies (3) and the connection steel bar column (5) traverse link slot steel part (6) of upper right concrete bodies (4), the central region of upper left concrete bodies (3) and the central region of upper right concrete bodies (4) are provided with protrusion platform (9), it is provided with multiple pile joint pin in protrusion platform (9) region of upper left concrete bodies (3), multiple pile joint pin (7) it is provided with in protrusion platform (9) region of upper right concrete bodies (4), all pile joint pins overlook the circular array arrangement in direction, pile joint pin (7) is provided above pile (8), pile joint pin (7) is connected with pile (8) bottom by ring flange.
2. electric wire tower pile system according to claim 1, it is characterised in that: the reinforcing bar cage that the lower end connecting steel bar column (5) extends to concrete bodies of going to the bottom (2) internal and internal with concrete bodies of going to the bottom (2) welds.
3. electric wire tower pile system according to claim 1, it is characterised in that: upper left concrete bodies (3) and upper right concrete bodies (4) are formation square after cuboid, upper concrete bodies (3) and upper right concrete bodies (4) symmetry arrangement are close to.
4. electric wire tower pile system according to claim 1, it is characterised in that: link slot steel part opening up.
5. electric wire tower pile system according to claim 1, it is characterized in that: the connection steel bar column (5) of upper left concrete bodies (3) has 16, the connection steel bar column (5) of upper right concrete bodies (4) has 16,16 of upper left concrete bodies (3) connect steel bar column (5) and become 2 row 8 row arrangements, and 16 of upper right concrete bodies (4) connect steel bar column (5) and become 2 row 8 row arrangements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521021490.XU CN205296200U (en) | 2015-12-10 | 2015-12-10 | Power wire tower ground stake system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521021490.XU CN205296200U (en) | 2015-12-10 | 2015-12-10 | Power wire tower ground stake system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296200U true CN205296200U (en) | 2016-06-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521021490.XU Withdrawn - After Issue CN205296200U (en) | 2015-12-10 | 2015-12-10 | Power wire tower ground stake system |
Country Status (1)
| Country | Link |
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| CN (1) | CN205296200U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350566A (en) * | 2015-12-10 | 2016-02-24 | 国网四川省电力公司乐山供电公司 | Ground pile structure of tower type electric power support |
-
2015
- 2015-12-10 CN CN201521021490.XU patent/CN205296200U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350566A (en) * | 2015-12-10 | 2016-02-24 | 国网四川省电力公司乐山供电公司 | Ground pile structure of tower type electric power support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160608 Effective date of abandoning: 20170503 |