CN203175139U - Novel U-shaped stay wire hoop - Google Patents
Novel U-shaped stay wire hoop Download PDFInfo
- Publication number
- CN203175139U CN203175139U CN 201320230493 CN201320230493U CN203175139U CN 203175139 U CN203175139 U CN 203175139U CN 201320230493 CN201320230493 CN 201320230493 CN 201320230493 U CN201320230493 U CN 201320230493U CN 203175139 U CN203175139 U CN 203175139U
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- hoop
- shaped
- anchor ear
- plate
- bolt
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Abstract
本实用新型公开了一种新型U形拉线抱箍，包括U形抱箍板，U形抱箍板两端对称位置设有两个螺栓孔，U形抱箍板两端通过螺栓连接，螺栓的螺杆与拉线金具串套连接，在螺母与螺栓孔所在的抱箍板间设一垫片，螺栓孔位于抱箍弯曲半圆的切线上，拉线的拉力通过螺栓杆传递到抱箍板，使抱箍板受到纵向拉应力，避免了半圆抱箍因弯板形成的应力集中，使得抱箍的承载能力得到有效提高；该新型U形拉线抱箍不仅避免了因弯板造成的应力集中，有效提高了抱箍的承载能力，而且节省材料，简化工序，结构简单。
The utility model discloses a novel U-shaped cable hoop, which includes a U-shaped hoop plate, two bolt holes are arranged at symmetrical positions at both ends of the U-shaped hoop plate, and the two ends of the U-shaped hoop plate are connected by bolts. The screw rod is connected with the wire fittings in series, and a gasket is set between the nut and the hoop plate where the bolt hole is located. The bolt hole is located on the tangent line of the hoop’s semicircle. The tension of the cable is transmitted to the hoop plate through the bolt rod, so that the hoop The plate is subjected to longitudinal tensile stress, which avoids the stress concentration caused by the bending of the semicircular hoop, and effectively improves the bearing capacity of the hoop; the new U-shaped cable hoop not only avoids the stress concentration caused by the bending plate, but also effectively improves the The bearing capacity of the hoop is improved, and the material is saved, the process is simplified, and the structure is simple.
Description
Technical field
The utility model relates to the electric armour clamp that transmits mechanical load, relates in particular to a kind of novel U-shaped backguy anchor ear.
Background technology
At present, in, the shaft tower in the low pressure overhead distribution uses the reinforced concrete pole of annular section in a large number, pole guy often need be set with equalizing contactor tension force on angle pole and terminal pole, namely connect with anchor ear between backguy and the electric pole.The anchor ear that is used for the connection pole guy also often is called the backguy anchor ear, be generally two blocks of semicircle anchor ear plates, being connected anchor ear with other compares, the load that the backguy anchor ear bears is bigger, especially crooked starting the arc place at semicircle anchor ear exists bigger stress to concentrate (result of finite element shows that the factor of stress concentration at this place is 2.92), the backguy anchor ear is everlasting and is ruptured herein in line construction and use, even the accident that causes down bar and disconnected bar happens occasionally, for this reason, industry is normal to be adopted at the crooked arcing point of semicircle anchor ear plate place, the method of bolt hole both sides stiffener solves this type of problem, the cross section that perhaps increases the anchor ear plate increases its supporting capacity, but these two kinds of methods have all increased material usage, and the stiffener method also makes the anchor ear production technology become loaded down with trivial details (having increased the stiffener welding sequence), and the two has all strengthened the cost of production of anchor ear.
The utility model content
In order to solve the deficiency that prior art exists, the utility model specifically discloses a kind of novel U-shaped backguy anchor ear, this backguy anchor ear improves the anchor ear supporting capacity by the method that reduces the factor of stress concentration, not only need not increase material usage, and save stiffener operation and bent plate operation.
For achieving the above object, the technical solution adopted in the utility model is as follows:
A kind of novel U-shaped backguy anchor ear comprises U-shaped anchor ear plate, and U-shaped anchor ear plate two ends symmetric position is provided with two bolts hole, and U-shaped anchor ear plate two ends connect by bolt, and the screw rod of bolt is connected with backguy gold utensil string cover;
Described bolt passing through bolt hole is connected with nut, and screw bolt and nut matches with bolt hole and electric pole, establishes a pad between the U-shaped anchor ear plate at nut and bolt hole place;
The bend radius of described U-shaped anchor ear plate is the radius of place electric pole;
Described U-shaped anchor ear plate is steel band;
The polished rod length of described screw rod is less than the diameter of place, anchor ear place electric pole;
The length computation formula of described U-shaped anchor ear plate is: L=π * R+R*2+L
0* 2
Wherein L is the length of U-shaped anchor ear plate, and R is the radius of electric pole, L
0For the bolt hole inside edge apart from anchor ear plate end face length.
When making, according to the pole diameter that the anchor ear place is installed, calculate required steel band length, after the blanking at steel band two ends symmetric position auger shell keyhole; Be that bend radius becomes U-shaped with the steel band symmetric curvature with 1/2nd of pole diameter; According to bore diameter and pole diameter processing bolt, nut and pad; U-shaped anchor ear plate is placed on the electric pole, then bolt head is passed two holes on the U-shaped anchor ear plate, simultaneously backguy gold utensil string is enclosed within on the screw rod, the polished rod length of screw rod is less than the diameter of place, anchor ear place electric pole, so just can guarantee to screw nut, hold electric pole tightly and screw nut and can make U-shaped anchor ear plate hold electric pole tightly.
The beneficial effects of the utility model are: spiro keyhole position is on the tangent line of the crooked semicircle of U-shaped anchor ear plate, the pulling force of backguy is delivered to U-shaped anchor ear plate by screw rod, make U-shaped anchor ear plate be subjected to longitudinal tension stress, avoid the semicircle anchor ear to concentrate because of the stress that bent plate forms, made the supporting capacity of anchor ear effectively improve; The stress that this novel U-shaped backguy anchor ear has not only been avoided causing because of bent plate is concentrated, and has effectively improved the supporting capacity of anchor ear, and saves material, simplifies working process, and is simple in structure.
Description of drawings
Fig. 1 backguy anchor ear work schematic diagram;
U-shaped anchor ear plate behind Fig. 2 bending forming;
Among the figure, 1U shape anchor ear plate, 2 bolt heads, 3 screw rods, 4 nuts, 5 pads, 6 backguy gold utensils, 7 bolts hole.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is elaborated: as shown in Figure 1, comprise curved U-shaped anchor ear plate 1, U-shaped anchor ear plate 1 two ends symmetric position is provided with two bolts hole 7, U-shaped anchor ear plate 1 two ends connect by bolt, bolt comprises bolt head 2 and screw rod 3, and the screw rod 3 of bolt is connected with backguy gold utensil 6 string covers; Bolt passing through bolt hole 7 is connected with nut 4, and screw bolt and nut 4 matches with bolt hole 7 and electric pole, establishes a pad 5 at 1 of the U-shaped anchor ear plate at nut 4 and bolt hole 7 places; The bend radius of U-shaped anchor ear plate 1 is the radius of place electric pole; U-shaped anchor ear plate 1 is steel band.
The length computation formula of U-shaped anchor ear plate 1 is: L=π * R+R*2+L
0* 2
Wherein L is the length of U-shaped anchor ear plate 1, and R is the radius of electric pole, L
0For bolt hole 7 inside edges apart from U-shaped anchor ear plate 1 end face length.
When making, according to the pole diameter that the anchor ear place is installed, calculate required steel band length, after the blanking at steel band two ends symmetric position auger shell keyhole 7; As shown in Figure 2, be that bend radius becomes U-shaped with the steel band symmetric curvature with 1/2nd of pole diameter; According to bore diameter and pole diameter processing bolt, nut 4 and pad; The U-shaped anchor ear is placed on the electric pole, then bolt is passed two holes on the anchor ear plate 1, simultaneously backguy gold utensil 6 strings are enclosed within on the screw rod, screw nut 4 and can make anchor ear hold electric pole tightly.
Bolt hole 7 is positioned on the tangent line of the crooked semicircle of U-shaped anchor ear plate, the pulling force of backguy is delivered to U-shaped anchor ear plate 1 by screw rod 3, make U-shaped anchor ear plate 1 be subjected to longitudinal tension stress, avoided the semicircle anchor ear to concentrate because of the stress that bent plate forms, make the supporting capacity of anchor ear effectively improve.
The stress that this novel U-shaped backguy anchor ear has not only been avoided causing because of bent plate is concentrated, and has effectively improved the supporting capacity of anchor ear, and saves material, simplifies working process, and is simple in structure.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320230493 CN203175139U (en) | 2013-04-28 | 2013-04-28 | Novel U-shaped stay wire hoop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320230493 CN203175139U (en) | 2013-04-28 | 2013-04-28 | Novel U-shaped stay wire hoop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203175139U true CN203175139U (en) | 2013-09-04 |
Family
ID=49071862
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320230493 Expired - Lifetime CN203175139U (en) | 2013-04-28 | 2013-04-28 | Novel U-shaped stay wire hoop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203175139U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105668446A (en) * | 2016-03-25 | 2016-06-15 | 国网山东省电力公司济宁供电公司 | Device for equipment hoisting on overhead power line pole and installation tool thereof |
| CN109546287A (en) * | 2018-12-07 | 2019-03-29 | 如皋市凯凯电信器材有限公司 | A kind of mono- fulcrum antenna holder of 5G |
| CN109984903A (en) * | 2019-04-26 | 2019-07-09 | 罗嘉豪 | A kind of adjustable type bearing device for medical orthopaedics patient leg |
-
2013
- 2013-04-28 CN CN 201320230493 patent/CN203175139U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105668446A (en) * | 2016-03-25 | 2016-06-15 | 国网山东省电力公司济宁供电公司 | Device for equipment hoisting on overhead power line pole and installation tool thereof |
| CN105668446B (en) * | 2016-03-25 | 2018-05-11 | 国网山东省电力公司济宁供电公司 | The device and its installation tool of equipment hoisting on overhead power line bar |
| CN109546287A (en) * | 2018-12-07 | 2019-03-29 | 如皋市凯凯电信器材有限公司 | A kind of mono- fulcrum antenna holder of 5G |
| CN109984903A (en) * | 2019-04-26 | 2019-07-09 | 罗嘉豪 | A kind of adjustable type bearing device for medical orthopaedics patient leg |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100031 No. 86 West Chang'an Avenue, Beijing, Xicheng District Patentee after: STATE GRID CORPORATION OF CHINA Patentee after: Shandong Electric Power Research Institute Address before: 100031 No. 86 West Chang'an Avenue, Beijing, Xicheng District Patentee before: State Grid Corporation of China Patentee before: Shandong Electric Power Research Institute |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220126 Address after: 100031 No. 86 West Chang'an Avenue, Beijing, Xicheng District Patentee after: STATE GRID CORPORATION OF CHINA Patentee after: ELECTRIC POWER RESEARCH INSTITUTE OF STATE GRID SHANDONG ELECTRIC POWER Co. Address before: 100031 No. 86 West Chang'an Avenue, Beijing, Xicheng District Patentee before: STATE GRID CORPORATION OF CHINA Patentee before: Shandong Electric Power Research Institute |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130904 |