CN205100644U - 10kV overhead line does not have bottom plate iron tower structure - Google Patents
10kV overhead line does not have bottom plate iron tower structure Download PDFInfo
- Publication number
- CN205100644U CN205100644U CN201520935333.3U CN201520935333U CN205100644U CN 205100644 U CN205100644 U CN 205100644U CN 201520935333 U CN201520935333 U CN 201520935333U CN 205100644 U CN205100644 U CN 205100644U
- Authority
- CN
- China
- Prior art keywords
- stirrup
- octagon
- main muscle
- iron tower
- tower structure
- 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.)
- Active
Links
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a 10kV overhead line does not have bottom plate iron tower structure, including the concrete pole, be provided with reinforcing bar mechanism in the concrete pole, steel reinforcing structure includes along multiunit annular stirrup and many vertical main muscle of concrete pole length direction evenly distributed, and each annular stirrup of group includes rectangle stirrup and octagon stirrup, the octagon stirrup sets up in the rectangle stirrup, the octagon stirrup comprises long limit and minor face that the interval meets, and wherein four minor faces of octagon stirrup are relative with four angular positions of rectangle stirrup, many main muscle distribute in the octagon stirrup, reach between octagon stirrup and the rectangle stirrup. The utility model discloses can reduce the excavation in soil by a wide margin, reduce the destruction to the environment, that reduces transmission line engineering hinders worker's phenomenon, make the circuit trend and the design of 10kV circuit can be more ideal, reduce the use of material, reduced the cost.
Description
Technical field
The utility model relates to a kind of 10kV overhead wire without base plate iron tower structure.
Background technology
10kV iron tower foundation routine adopts traditional notch cuttype basis, and this kind of basic feature is that excavation area is large, and the problem brought thus mainly contains three aspects: 1, because iron tower foundation floor space is comparatively large, bring certain restriction to the selection in path; 2, work progress is easily subject to hindering work, affects programming; 3, invest relatively large.
Utility model content
For overcoming the deficiencies in the prior art, the purpose of this utility model is that the 10kV overhead wire providing a kind of floor space less, cost-saved is without base plate iron tower structure.
The utility model is the technical scheme solving the employing of its technical problem:
10kV overhead wire is without base plate iron tower structure, comprise concrete bar, reinforcing steel bar mechanism is provided with in described concrete bar, described bar construction comprises along concrete pole length direction equally distributed many group ring-shaped stirrups and many vertical main muscle, each group ring-shaped stirrup comprises rectangle hoop and octagon stirrup, described octagon stirrup is arranged in rectangle hoop, the long limit that described octagon stirrup is connected by interval and minor face form, wherein four minor faces of octagon stirrup are relative with four Angle Position of rectangle hoop, described many main muscle are distributed in octagon stirrup, and between octagon stirrup and rectangle hoop.
Further, be provided with four symmetrical main muscle groups in described octagon stirrup, each main muscle group comprises four symmetrically arranged main muscle.
Further, a main muscle is respectively provided with in corner in described rectangle hoop.
Further, four main muscle are respectively provided with outside the long limit of described octagon stirrup.
Further, described rectangle hoop is square structure.
The beneficial effects of the utility model are: the 10kV overhead wire that the utility model adopts, without base plate iron tower structure, significantly can decrease the excavation in soil, reduce the destruction to environment, reduce the Work hindrance phenomenon of line project; Making the line alignment of 10kV circuit and design can be better; Decrease the use of material, reduce cost.
Accompanying drawing explanation
Below in conjunction with accompanying drawing and example, the utility model is described in further detail.
Fig. 1 is front view of the present utility model;
Fig. 2 is the schematic cross-section of A-A in Fig. 1.
Detailed description of the invention
With reference to Fig. 1, Fig. 2, a kind of 10kV overhead wire of the present utility model is without base plate iron tower structure, comprise concrete bar 1, reinforcing steel bar mechanism is provided with in described concrete bar, described bar construction comprises along concrete pole length direction equally distributed many group ring-shaped stirrups and many vertical main muscle 2, each group ring-shaped stirrup comprises rectangle hoop 3 and octagon stirrup 4, described octagon stirrup 4 is arranged in rectangle hoop 3, the long limit that described octagon stirrup 4 is connected by interval and minor face form, wherein four minor faces of octagon stirrup 4 are relative with four Angle Position of rectangle hoop 3, described many main muscle 2 are distributed in octagon stirrup 4, and between octagon stirrup 4 and rectangle hoop 3.
Be provided with four symmetrical main muscle groups in described octagon stirrup 4, each main muscle group comprises four symmetrically arranged main muscle 2.
A main muscle 2 is respectively provided with in corner in described rectangle hoop 3.
Four main muscle 2 are respectively provided with outside the long limit of described octagon stirrup 4.
Described rectangle hoop 3 is square structure.
The 10kV overhead wire of this structure that the utility model adopts, without base plate steel tower, significantly can decrease the excavation in soil, reduce the destruction to environment, reduces the Work hindrance phenomenon of line project; Making the line alignment of 10kV circuit and design can be better; Decrease the use of material, reduce cost.
The above, just preferred embodiment of the present utility model, the utility model is not limited to above-mentioned embodiment, as long as it reaches technique effect of the present utility model with identical means, all should belong to protection domain of the present utility model.
Claims (5)
1.10kV overhead wire is without base plate iron tower structure, it is characterized in that: comprise concrete bar, reinforcing steel bar mechanism is provided with in described concrete bar, described bar construction comprises along concrete pole length direction equally distributed many group ring-shaped stirrups and many vertical main muscle, each group ring-shaped stirrup comprises rectangle hoop and octagon stirrup, described octagon stirrup is arranged in rectangle hoop, the long limit that described octagon stirrup is connected by interval and minor face form, wherein four minor faces of octagon stirrup are relative with four Angle Position of rectangle hoop, described many main muscle are distributed in octagon stirrup, and between octagon stirrup and rectangle hoop.
2. 10kV overhead wire according to claim 1 is without base plate iron tower structure, it is characterized in that: be provided with four symmetrical main muscle groups in described octagon stirrup, each main muscle group comprises four symmetrically arranged main muscle.
3. 10kV overhead wire according to claim 1 is without base plate iron tower structure, it is characterized in that: be respectively provided with a main muscle in corner in described rectangle hoop.
4. 10kV overhead wire according to claim 1 is without base plate iron tower structure, it is characterized in that: be respectively provided with four main muscle outside the long limit of described octagon stirrup.
5. 10kV overhead wire according to claim 1 is without base plate iron tower structure, it is characterized in that: described rectangle hoop is square structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520935333.3U CN205100644U (en) | 2015-11-20 | 2015-11-20 | 10kV overhead line does not have bottom plate iron tower structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520935333.3U CN205100644U (en) | 2015-11-20 | 2015-11-20 | 10kV overhead line does not have bottom plate iron tower structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205100644U true CN205100644U (en) | 2016-03-23 |
Family
ID=55516431
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520935333.3U Active CN205100644U (en) | 2015-11-20 | 2015-11-20 | 10kV overhead line does not have bottom plate iron tower structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205100644U (en) |
-
2015
- 2015-11-20 CN CN201520935333.3U patent/CN205100644U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204262644U (en) | Steel reinforcement cage welding jig | |
CN207277691U (en) | A kind of concrete column position apparatus for form | |
CN205100644U (en) | 10kV overhead line does not have bottom plate iron tower structure | |
CN203639912U (en) | Root key jacking operation platform of root pile foundations | |
CN207453571U (en) | A kind of cooling stack using two-way beam and slab type ring foundation | |
CN204163100U (en) | The linkage of a kind of iron tower of power transmission line and iron tower foundation | |
CN203390128U (en) | Moulding bed of concrete pipe sheet steel reinforcement cage | |
CN207048060U (en) | A kind of flexible connection system of masonry building enclosure and steel column | |
CN204456923U (en) | Pre-embedded bolt location and installation assembly | |
CN206667571U (en) | Hollow brick | |
CN202938623U (en) | Special perforated precast brick for air deflecting wall of shaft furnace | |
CN103276889B (en) | Full hall fastener type steel pipe scaffold anti-side shifting method | |
CN207685648U (en) | Ramiform shear connector and steel-concrete combined structure comprising it | |
CN207538457U (en) | A kind of balcony drop plate hangs modular system | |
CN205557828U (en) | Big space garret structure | |
CN202667332U (en) | Straightening device for steel | |
CN206555221U (en) | A kind of pig house fence connector | |
CN206189438U (en) | Area separates ground of wet function | |
CN206495334U (en) | A kind of green assembled architecture basis and the attachment means of wind resistance steel column | |
CN203961134U (en) | A kind of floor bar bracing or strutting arrangement | |
CN205857883U (en) | Tower body erecting bed fixed form | |
CN204590566U (en) | A kind of scaffold fixed connection structure of novel improved | |
CN205116120U (en) | Assembled U -shaped channel | |
CN204782193U (en) | High -strength concrete door type pole | |
CN204919536U (en) | A tubular pile end plate for square pile foundation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |