CN202611305U - Power transmission tower frame - Google Patents
Power transmission tower frame Download PDFInfo
- Publication number
- CN202611305U CN202611305U CN 201220141615 CN201220141615U CN202611305U CN 202611305 U CN202611305 U CN 202611305U CN 201220141615 CN201220141615 CN 201220141615 CN 201220141615 U CN201220141615 U CN 201220141615U CN 202611305 U CN202611305 U CN 202611305U
- Authority
- CN
- China
- Prior art keywords
- materials
- power transmission
- transmission tower
- tower frame
- reinforcing
- 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.)
- Expired - Lifetime
Links
Images
Landscapes
- Suspension Of Electric Lines Or Cables (AREA)
- Electric Cable Installation (AREA)
Abstract
The utility model discloses a power transmission tower frame, which comprises a plurality of principal materials, a plurality of transverse materials and a plurality of inclined materials, wherein a plurality of principal materials, a plurality of transverse materials and a plurality of inclined materials are connected in a staggered mode to form a frame structure; a plurality of panel points are formed on the principal materials; the power transmission tower frame is provided with a plurality of reinforcing units; each reinforcing unit comprises a plurality of reinforcing transverse materials and a plurality of reinforcing inclined materials; a plurality of reinforcing transverse materials are connected with the panel points on the same plane to form a transverse partition surface; a plurality of reinforcing inclined materials form an inclined strut surface; and the inclined strut surface is connected with surfaces of the inclined materials and is connected with the panel joints. According to the power transmission tower frame, the reinforcing units are arranged on the original power transmission tower frame by utilizing panel joint plates and bolt holes at the panel joints on the original power transmission tower frame without the damage of the original power transmission tower frame, and the reinforcing units and the original power transmission tower frame form a whole; and the power transmission tower frame is good in wind-resistant effect, simple in structure, convenient to install, short in construction period and low in cost, and is suitable to be popularized and applied in large range.
Description
Technical field
The utility model relates to the power technology field, especially a kind of power transmission tower frame.
Background technology
Electric power pylon is the visual plant in the electric power transfer engineering.Because electric power pylon is typical wind sensitive structure, under wind action, the accident of tower, broken string happens occasionally, thereby electric power pylon need have certain wind resistance requirement.Yet present a lot of electric power pylons all are to design, make and installed according to former standard, and its performance indications can not satisfy the requirement under the more and more rugged environment and extreme weather situation.For example, land period at typhoon in recent years, the accident that electric power pylon is impaired even collapse just usually occurs.
In order to address the above problem, prior art designs electric power pylon again, and the mode of changing electric power pylon then solves the problems referred to above.But there are shortcomings such as expense is high, construction is complicated, the replacement cycle is long in such mode, thereby is difficult to realize.
The another kind of way of prior art mainly is to solve the problems referred to above through existing electric power pylon is reinforced.Existing reinforcement means generally is to come whole electric power pylon is reinforced through reinforcing sheet material.The problem of its existence is: often need can destroy the main material of structure to the existing electric power pylon technologies such as installation of punching; And difficulty of construction is big, long in time limit, and its reinforcement performance is difficult to ensure.
The utility model content
The purpose of the utility model provides a kind of power transmission tower frame, and it can overcome the defective of prior art, and existing pylon is carried out local stiffening, reaches the windproof requirement.
The utility model is achieved in that
A kind of power transmission tower frame; It includes many main materials, many horizontal materials and many oblique materials; Many said main materials, many said horizontal materials and many said oblique materials are cross-linked to form frame construction, are formed with a plurality of nodes on the said main material, said power transmission tower frame be provided with a plurality of reinforcement elements; Each said reinforcement elements includes many and reinforces horizontal material and the many oblique materials of reinforcing; The horizontal material of a plurality of said reinforcings connects the node that is on the same plane and forms the tabula face, and the many oblique materials of said reinforcing form the diagonal brace face, and said diagonal brace face is connected with said oblique face and is connected with said node.
Among embodiment, the spacing of adjacent two said tabula faces is less than or equal to the width of 5 times of said power transmission tower frames therein.
Among embodiment, said main material is that many raw material are connected to form therein, and the spacing of adjacent two said tabula faces is less than or equal to 4 times of raw-material length of each root.
Among embodiment, it also includes a plurality of cross bars therein, and the mid point of adjacent two horizontal materials of said reinforcing connects through said cross bar.
Among embodiment, said node place is provided with gusset plate therein, and said gusset plate is provided with a plurality of bolts hole, and horizontal material of said reinforcing and the oblique material of said reinforcing all are connected with said gusset plate through said bolt hole.
Therein among embodiment, said diagonal brace face be shaped as triangle.
The utility model power transmission tower frame compared with prior art has following beneficial effect:
The utility model power transmission tower frame through existing power transmission tower frame is carried out stress analysis, confirms that weakness zone (the weak zone of wind loading rating) for needing reinforcing area, sets up reinforcement elements, reaches the purpose of reinforcing power transmission tower frame; This reinforcement elements utilizes the gusset plate at the node place on the former power transmission tower frame and bolt hole to be arranged on the former power transmission tower frame, does not destroy the structure of former power transmission tower frame, and makes reinforcement elements and former power transmission tower frame become a complete whole, and the wind resistance effect is better; On the other hand, this reinforcement elements is simple in structure, easy for installation, duration weak point, and cost is low, is suitable for large application scope.
Description of drawings
Fig. 1 is the structural representation of the utility model power transmission tower frame;
Fig. 2 is the front view of the utility model reinforcing area;
Fig. 3 is the stereogram of the utility model reinforcing area.
The specific embodiment
Embodiment to the utility model is elaborated below in conjunction with accompanying drawing:
Extremely shown in Figure 3 like Fig. 1; The utility model power transmission tower frame, it includes 4 main materials 10, many horizontal materials 11 and 12,4 said main materials 10 of many oblique materials and is 90 degree mutually and distributes and form rectangles; Many said horizontal materials 11, many said oblique materials 12 and 4 said main materials 10 are connected to form frame construction through gusset plate and bolt; And form a plurality of nodes 13, and its connected mode has belonged to prior art, and the utility model repeats no more at this.
According to the design specifications of power transmission tower frame, in the above 4-5 section of column foot said horizontal material 11 often is not set, because wind load is to the effect of power transmission tower frame and lead; Bigger side direction shearing and moment of flexure are born in the power transmission tower frame bottom, and the requirement of installation is considered on power transmission tower frame top, and rigidity is general bigger; Like this; The bottom rigidity of power transmission tower frame needs to strengthen, and is as shown in Figure 1, confirms that the rigidity of reinforcing area 100 needs reinforcement.
At said reinforcing area 100 a plurality of reinforcement elements 110 are set, each reinforcement elements 110 includes many and reinforces horizontal material 101 and the many oblique materials 102 of reinforcing.Wherein, the horizontal material 101 of per 4 said reinforcings connects the node 13 formation tabula faces that are on the same plane; The oblique material 102 of per 3 said reinforcings is connected to form firm triangle diagonal brace face, and this diagonal brace face is connected with 12 of said oblique materials, and an angle of this diagonal brace face is connected (as shown in Figure 3) with said node 13.
For further strengthening the rigidity of said reinforcement elements 110; Said reinforcement elements 110 also includes a plurality of cross bars 103; The mid point of adjacent two horizontal materials 101 of said reinforcing connects through said cross bar 103; 4 said cross bars 103 be connected to form one with said tabula face in the rectangle that connects, said tabula face is reinforced.
In this preferred embodiment, the spacing of adjacent two said tabula faces is less than or equal to the width of 5 times of said power transmission tower frames.When reality was built said power transmission tower frame, (for example: section bars such as steel pipe) be connected to form, the spacing of adjacent two said tabula faces was less than or equal to 4 times of raw-material length of each root to said main material 10 for many raw material.
Preferably, the horizontal material of said reinforcing 101, the oblique material 102 of said reinforcing and said cross bar 103 are preferably the section bar consistent with said main material 10 and said oblique material 12, strengthen the globality of said power transmission tower frame.When said reinforcement elements 110 is set; Should utilize existing node 13 as far as possible; Try not to destroy existing form of structure; If the set-up mode of the horizontal material of said reinforcing 101, the oblique material 102 of said reinforcing exists with the structure of existing power transmission tower frame and conflict, should be earlier the horizontal material of said reinforcing 101, the oblique material 102 of said reinforcing be reinforced capable more original horizontal material 11 of dismounting and oblique material 12.After setting said reinforcement elements 110, carry out the structural strength checking computations, confirm the consolidation effect of said power transmission tower frame.
The specific embodiment of the utility model does not limit the protection domain of the utility model with this; Do not violate any replacement and the improvement of being done on the basis of the utility model design, all belonging to the protection domain of the utility model.
Claims (6)
1. power transmission tower frame; It includes many main materials, many horizontal materials and many oblique materials, and many said main materials, many said horizontal materials and many said oblique materials are cross-linked to form frame construction, are formed with a plurality of nodes on the said main material; It is characterized in that; Said power transmission tower frame be provided with a plurality of reinforcement elements, each said reinforcement elements includes many and reinforces horizontal materials and many and reinforce oblique materials, the horizontal material of a plurality of said reinforcings connects the node that is on the same plane and forms the tabula face; The many oblique materials of said reinforcing form the diagonal brace face, and said diagonal brace face is that face is connected and is connected with said node with said oblique material.
2. power transmission tower frame according to claim 1 is characterized in that the spacing of adjacent two said tabula faces is less than or equal to the width of 5 times of said power transmission tower frames.
3. power transmission tower frame according to claim 1 and 2 is characterized in that, said main material is that many raw material are connected to form, and the spacing of adjacent two said tabula faces is less than or equal to 4 times of raw-material length of each root.
4. power transmission tower frame according to claim 1 is characterized in that it also includes a plurality of cross bars, and the mid point of adjacent two horizontal materials of said reinforcing connects through said cross bar.
5. power transmission tower frame according to claim 1 is characterized in that, said node place is provided with gusset plate, and said gusset plate is provided with a plurality of bolts hole, and horizontal material of said reinforcing and the oblique material of said reinforcing all are connected with said gusset plate through said bolt hole.
6. power transmission tower frame according to claim 1 is characterized in that, said diagonal brace face be shaped as triangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220141615 CN202611305U (en) | 2012-04-01 | 2012-04-01 | Power transmission tower frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220141615 CN202611305U (en) | 2012-04-01 | 2012-04-01 | Power transmission tower frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202611305U true CN202611305U (en) | 2012-12-19 |
Family
ID=47345015
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220141615 Expired - Lifetime CN202611305U (en) | 2012-04-01 | 2012-04-01 | Power transmission tower frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202611305U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831981A (en) * | 2015-04-30 | 2015-08-12 | 中国电力科学研究院 | Power transmission tower |
| CN105003116A (en) * | 2015-06-09 | 2015-10-28 | 广东电网有限责任公司电力科学研究院 | Overhead power transmission tower with high integral wind-resistant performance |
| CN108798191A (en) * | 2018-04-27 | 2018-11-13 | 中国电力科学研究院有限公司 | A kind of self-supporting power transmission tower and its vertical tower method |
-
2012
- 2012-04-01 CN CN 201220141615 patent/CN202611305U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831981A (en) * | 2015-04-30 | 2015-08-12 | 中国电力科学研究院 | Power transmission tower |
| CN105003116A (en) * | 2015-06-09 | 2015-10-28 | 广东电网有限责任公司电力科学研究院 | Overhead power transmission tower with high integral wind-resistant performance |
| CN108798191A (en) * | 2018-04-27 | 2018-11-13 | 中国电力科学研究院有限公司 | A kind of self-supporting power transmission tower and its vertical tower method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107354999B (en) | Assembled RC structure beam column connected node convenient to quick maintenance after shake | |
| CN201713963U (en) | Replaceable connecting beam | |
| CN206370808U (en) | A kind of photovoltaic plate girder | |
| CN201762663U (en) | Reinforced concrete superposed beam wing board support | |
| CN101831959A (en) | Energy-dissipation beam column node of buckling-restrained bracing | |
| CN103967166A (en) | Low-yield-point steel plate shear wall with two connected edges | |
| CN202611305U (en) | Power transmission tower frame | |
| CN201362979Y (en) | Reinforcing structure for power transmission iron tower | |
| CN103114671A (en) | Chord tensioning truss structure capable of preventing collapsing caused by cable breakage | |
| CN202520043U (en) | Transmission tower | |
| CN102061742A (en) | Shockproof reinforced concrete pseudo-classic building structural system | |
| CN104005569A (en) | Construction method for supporting beam and removing columns | |
| CN202755370U (en) | Structure for improving rigidity and stability of foundation pit steel support | |
| CN206070343U (en) | The pier prefabricated K supports of reinforced on a kind of tubular arch bridge arch | |
| CN203821630U (en) | Two-sided connection type low yield point steel plate shear wall | |
| CN201671187U (en) | Buckling restrained braced energy dissipation beam column joint | |
| CN207974267U (en) | A kind of metal yield energy-consumption damper of vertical weak constraint | |
| CN205742523U (en) | A kind of anti-continuous collapse transfer framework structure | |
| CN203594058U (en) | Inclined transmission tower rectification device with single-spliced angle steel as main material | |
| CN103225411B (en) | Both wired protection canopy | |
| CN201321681Y (en) | High-strength steel structure bracket and steel structure beam column frame | |
| CN103397638A (en) | Tie bar for supporting system in high-rigidity integral prestressed fabricated foundation pit support | |
| CN201372598Y (en) | Super-high voltage transmission tower with reinforced concrete structure | |
| CN203225074U (en) | Advertising board of net rack structure | |
| CN203859400U (en) | Bus framework for 110kV outdoor power distribution unit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121219 |