CN206016404U - A kind of steel ring component that reinforces for two concrete tapered pole junctions - Google Patents
A kind of steel ring component that reinforces for two concrete tapered pole junctions Download PDFInfo
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- CN206016404U CN206016404U CN201620956024.9U CN201620956024U CN206016404U CN 206016404 U CN206016404 U CN 206016404U CN 201620956024 U CN201620956024 U CN 201620956024U CN 206016404 U CN206016404 U CN 206016404U
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- connection board
- steel ring
- tapered pole
- reinforcing steel
- reinforces
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Abstract
A kind of steel ring component that reinforces for two concrete tapered pole junctions of the utility model, solves the defect that tapered pole Strengthening Technology cannot meet actually used needs compared with prior art.Left connection board A of the present utility model and left connection board B are respectively arranged on the left two ends for reinforcing steel ring, left connection board A is corresponding in mirror image with left connection board B, right connection board A and right connection board B are respectively arranged on the right two ends for reinforcing steel ring, right connection board A is corresponding in mirror image with right connection board B, left reinforcing steel ring and right reinforcing steel ring is installed in the junction of tapered pole tail end and lower tapered pole head end and left connection board A is parallel with right connection board A, left connection board B is parallel with right connection board B, several left connecting bolts are installed in left connection board A and right connection board A, several right connecting bolts are installed in left connection board B and right connection board B.The utility model simplifies difficulty of construction, accelerates speed of application.
Description
Technical field
The utility model is related to transmission tower technical field, specifically a kind of for two concrete tapered pole connections
The steel ring component that place reinforces.
Background technology
High intensity part prestressed concrete bar（Concrete tapered pole）It is by compressor wire and regular reinforcement Reasonable
Close, with high-grade concrete（C60）Cementing centrifugation formed composite steel-concrete component, with high, the good bending resistance of intensity,
Anti-crack ability, is connected by steel plate ring butt welding between bar segment.The rod-type good looking appearance, anti-corrosion, anti-theft are good, operation maintenance letter
Just, especially take up an area little, it is not necessary to bracing wire, be particularly suitable for using in urban road both sides.The rod-type can mass factory process, work
Phase easily ensures, is used widely at 110 kilovolts and in following electric pressure transmission line of electricity.
When for meeting bearing height needs, when connecting between multiple concrete tapered poles, between bar segment, stirrup joint is welded
There is lack of penetration, non-melting welding and weld quality problems and the hidden danger such as high deficiency in the solder side for connecing steel ring, the event of falling bar occurs often.
Conventional reinforcement measure is mainly following two modes at present：
（1）Strengthened using carbon cloth winding parcel at stirrup；
（2）Strengthened using steel plate or shaped steel welding at stirrup.
For the carbon cloth that the first reinforcement mode is adopted, it is characterized in that intensity is high, anti-fatigue ability is projected and material
From heavy and light, but cost is higher, while the carbon cloth of construction usage and supporting resin, equipment etc. must be by with construction experiences
Professional construction troop implement, the technique that otherwise constructs and quality cannot ensure, reinforced work cannot on a large scale interior synchronous carry out,
Be limited to the inferior position of the manpower and device resource of professional construction unit, construction period cannot ensure, do not possess short, flat, fast, save, excellent
The characteristics of.
For second reinforcement mode, be characterized in that shaft tower is had substantially no effect on when simple structure, construction normally uses.But must
Weld job must be carried out on built shaft tower, it is considered to which working face is narrow and small on shaft, while overhead welding work must be carried out, weld
Work performance difficulty, and inevitably there is welding equipment and be difficult in place, welding quality is difficult the shortcoming for ensureing, on stirrup
Carry out large-area weld job also has damage, equipment and Work tool and welder to be not easy to synchronously in place, apply to stirrup itself
The work cycle is long, and quality is difficult to ensure.
How to develop a kind of simple structure, the reinforcing device for concrete frame with low cost and have become urgent need solution
Technical problem certainly.
Utility model content
The purpose of this utility model is cannot to meet actually used need to solve tapered pole Strengthening Technology in prior art
The defect that wants, there is provided a kind of steel ring component that reinforces for two concrete tapered pole junctions is solving the above problems.
To achieve these goals, the technical solution of the utility model is as follows：
A kind of steel ring component that reinforces for two concrete tapered pole junctions, including upper tapered pole and lower tapered pole,
The tail end of upper tapered pole is transversely mounted on the head end of lower tapered pole,
Also include that left reinforcing steel ring and right reinforcing steel ring, left reinforcing steel ring and right reinforcing steel ring are semicircle, left reinforcing
The height of the height of steel ring and right reinforcing steel ring is 60cm, and left connection board A and left connection board B are respectively arranged on the two of left reinforcing steel ring
End, left connection board A are corresponding in mirror image with left connection board B, and right connection board A and right connection board B are respectively arranged on the two of right reinforcing steel ring
End, right connection board A are corresponding in mirror image with right connection board B, and left reinforcing steel ring and right reinforcing steel ring are installed in tapered pole tail end
With the junction of lower tapered pole head end and left connection board A is parallel with right connection board A, left connection board B is equal with right connection board B
OK, several left connecting bolts are installed in left connection board A and right connection board A, are provided with left connection board B and right connection board B
Several right connecting bolts.
Several stiffeners are installed between described left connection board A and left reinforcing steel ring.
In several left connecting bolts described, the spacing of two adjacent left connecting bolts is 10cm.
Epoxyn is filled between the head end of the tail end of described upper tapered pole and lower tapered pole.
Beneficial effect
A kind of steel ring component that reinforces for two concrete tapered pole junctions of the present utility model, with prior art phase
The mass defect of tapered pole junction steel ring welding than simplifying difficulty of construction, accelerating speed of application, is eliminated, bar is prevented down
The generation of accident, it is ensured that electrical network economy benefit, with simple structure, versatility is high the characteristics of.Left reinforcing in the utility model
Steel ring and right reinforcing steel ring can correspondingly produce different size model in batches according to different tapered pole bar footpaths, and cost is relatively low, be suitable for
Popularization and application in wide area prestressed concrete tapered pole reinforcement.
Description of the drawings
Fig. 1 is the transverse sectional view for going up tapered pole and lower tapered pole junction in the utility model；
Fig. 2 is longitudinal sectional view of the present utility model；
Wherein, tapered pole, 2- welding steel rings, the left reinforcing steel rings of 3-, 4- stiffeners, the right connecting bolts of 5-, 6- epoxies under 1-
The upper tapered pole of resin adhesive, 7-, 8- are right to reinforce steel ring, the left connecting bolts of 9-, 11- left connection board A, 12- left connection boards B, 13-
Right connection board A, 14- right connection board B.
Specific embodiment
For making to have a better understanding and awareness architectural feature of the present utility model and the effect that is reached, in order to compared with
Good embodiment and accompanying drawing coordinate detailed description, are described as follows：
As shown in Fig. 2 a kind of steel ring group that reinforces for two concrete tapered pole junctions described in the utility model
Part, including upper tapered pole 7 and lower tapered pole 1, the tail end of upper tapered pole 7 is transversely mounted on the head end of lower tapered pole 1.On tapered pole
Narrow lower width, the head end diameter of tapered pole is little, tail end diameter is big, is to meet highly desirable, 1 head and the tail of upper tapered pole 7 and lower tapered pole
Connect installation, is only fixed installation by welding steel ring 2 of the prior art.
As shown in figure 1, left reinforcing steel ring 3 and right reinforcing steel ring 8 are used to reinforce tapered pole 7 and lower tapered pole 1, Zuo Jia
Gu the height that steel ring 3 and right reinforcing steel ring 8 are semicircle, the height of left reinforcing steel ring 3 and right reinforcing steel ring 8 is 60cm, its material
Matter can be galvanized steel circle, and upper tapered pole 7 and lower tapered pole 1 are clamped to firm.Left one end for reinforcing steel ring 3 is provided with left company
Fishplate bar A11, the other end of left reinforcing steel ring 3 are provided with left connection board B12, and left connection board A11 is in mirror image pair with left connection board B12
Answer, left connection board A11 and left connection board B12 are fixed for the left installation for reinforcing steel ring 3 and right reinforcing steel ring 8.In the same manner, right connection
Plate A13 and right connection board B14 are respectively arranged on the right two ends for reinforcing steel ring 8, and right connection board A13 is in mirror image pair with right connection board B14
Should.Left reinforcing steel ring 3 and right reinforcing steel ring 8 are installed in the junction of 7 tail end of tapered pole and lower 1 head end of tapered pole, to upper
The junction of tapered pole 7 and lower tapered pole 1 is reinforced.When left reinforcing steel ring 3 and right reinforcing both steel rings 8 are in upper tapered pole 7
When the junction of tail end and lower 1 head end of tapered pole is installed, left connection board A11 is parallel with right connection board A13, left connection board B12
Parallel with right connection board B14.Several left connecting bolts 9, Zuo Lian are installed in left connection board A11 with right connection board A13
Several right connecting bolts 5 are installed in fishplate bar B12 and right connection board B14, by multiple left connecting bolts 9 and right connecting bolt
Left connection board A11 and right connection board A13, left connection board B12 and right connection board B14 are fixed installation by 5, will left reinforcing steel
Circle 3 and right reinforcing steel ring 8 are fixedly installed togather.
In order to increase the left intensity for reinforcing steel ring 3, if can be provided between left connection board A11 and left reinforcing steel ring 3
Dry stiffener 4, strengthens the left reliability for reinforcing steel ring 3 by stiffener 4.In the same manner, in left connection board B12 and left reinforcing steel ring
The design of stiffener 4 can be increased between 3, between right reinforcing steel ring 8 and right connection board A13 or right connection board B14.In order to increase
Plus the left tightness for reinforcing steel ring 3 and right reinforcing steel ring 8 installation, adjacent two left connection spiral shells in multiple left connecting bolts 9
The spacing of bolt 9 is 10cm.A left connecting bolt 9 is just installed every 10cm, increases fixed effect, in the same manner, right connecting bolt 5
Can be designed by this adjacent spacing.Simultaneously as there is interval between the head end of the tail end of upper tapered pole 7 and lower tapered pole 1,
Epoxyn 6 can be filled between the head end of the tail end of upper tapered pole 7 and lower tapered pole 1, have epoxide-resin glue
Stick 6 can select A level glue.
When actually used, when needing to carry out reinforcement curing operation to tapered pole junction, first to original welding steel
Circle 2 is polished, then filling epoxy resin adhesive 6 between the head end of the tail end in upper tapered pole 7 and lower tapered pole 1.Again will
Left reinforcing steel ring 3 and right reinforcing steel ring 8 are arranged on the junction of upper tapered pole 7 and lower tapered pole 1, using 9 He of left connecting bolt
Right connecting bolt 5 is fixed installation so that epoxyn 6 can be from 5 edge of left connecting bolt 9 and right connecting bolt
Degree of being extruded as.Treat that 6 normal temperature cure of epoxyn, postforming in 24 hours, as a result reinforcement solidification are installed.
General principle of the present utility model, principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply principle of the present utility model, on the premise of without departing from the utility model spirit and scope, the utility model also has respectively
Changes and improvements are planted, these changes and improvements are both fallen within the range of claimed the utility model.The utility model is required
Protection domain defined by appending claims and its equivalent.
Claims (4)
1. a kind of steel ring component that reinforces for two concrete tapered pole junctions, including upper tapered pole（7）With lower tapered pole
（1）, upper tapered pole（7）Tail end be transversely mounted on lower tapered pole（1）Head end, it is characterised in that：
Also include left reinforcing steel ring（3）With right reinforcing steel ring（8）, left reinforcing steel ring（3）With right reinforcing steel ring（8）It is semicircle
Shape, left reinforcing steel ring（3）Height and right reinforcing steel ring（8）Height be 60cm, left connection board A（11）With left connection board B（12）
It is respectively arranged on left reinforcing steel ring（3）Two ends, left connection board A（11）With left connection board B（12）Corresponding in mirror image, right connection board A
（13）With right connection board B（14）It is respectively arranged on right reinforcing steel ring（8）Two ends, right connection board A（13）With right connection board B（14）It is in
Mirror image is corresponding, left reinforcing steel ring（3）With right reinforcing steel ring（8）It is installed in tapered pole（7）Tail end and lower tapered pole（1）Head end
Junction and left connection board A（11）With right connection board A（13）Parallel, left connection board B（12）With right connection board B（14）Equal
OK, left connection board A（11）With right connection board A（13）On several left connecting bolts are installed（9）, left connection board B（12）With the right side
Connecting plate B（14）On several right connecting bolts are installed（5）.
2. a kind of steel ring component that reinforces for two concrete tapered pole junctions according to claim 1, its feature
It is：Described left connection board A（11）With left reinforcing steel ring（3）Between several stiffeners are installed（4）.
3. a kind of steel ring component that reinforces for two concrete tapered pole junctions according to claim 1, its feature
It is：Several left connecting bolts described（9）In adjacent two left connecting bolts（9）Spacing be 10cm.
4. a kind of steel ring component that reinforces for two concrete tapered pole junctions according to claim 1, its feature
It is：Described upper tapered pole（7）Tail end and lower tapered pole（1）Head end between be filled with epoxyn（6）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620956024.9U CN206016404U (en) | 2016-08-26 | 2016-08-26 | A kind of steel ring component that reinforces for two concrete tapered pole junctions |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620956024.9U CN206016404U (en) | 2016-08-26 | 2016-08-26 | A kind of steel ring component that reinforces for two concrete tapered pole junctions |
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| CN206016404U true CN206016404U (en) | 2017-03-15 |
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| CN201620956024.9U Active CN206016404U (en) | 2016-08-26 | 2016-08-26 | A kind of steel ring component that reinforces for two concrete tapered pole junctions |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100408A (en) * | 2017-05-05 | 2017-08-29 | 南安市达腾商务服务有限公司 | One kind is easily installed and installs reliable intelligent bionical tower |
| CN108798063A (en) * | 2018-08-28 | 2018-11-13 | 国网山东省电力公司电力科学研究院 | A kind of reinforced concrete pole steel plate ring damage bracing means and reinforcement means |
| CN111021767A (en) * | 2019-11-26 | 2020-04-17 | 东南大学 | Friction energy consumption sleeve reinforcing device and using method thereof |
| CN111502385A (en) * | 2020-04-28 | 2020-08-07 | 宜春市鸿辉新型机电有限公司 | 35kV single-circuit compact high-strength electric pole |
-
2016
- 2016-08-26 CN CN201620956024.9U patent/CN206016404U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100408A (en) * | 2017-05-05 | 2017-08-29 | 南安市达腾商务服务有限公司 | One kind is easily installed and installs reliable intelligent bionical tower |
| CN107100408B (en) * | 2017-05-05 | 2019-01-22 | 河北三恩金属结构有限公司 | One kind is easily installed and installs reliable intelligent bionical tower |
| CN108798063A (en) * | 2018-08-28 | 2018-11-13 | 国网山东省电力公司电力科学研究院 | A kind of reinforced concrete pole steel plate ring damage bracing means and reinforcement means |
| CN111021767A (en) * | 2019-11-26 | 2020-04-17 | 东南大学 | Friction energy consumption sleeve reinforcing device and using method thereof |
| CN111502385A (en) * | 2020-04-28 | 2020-08-07 | 宜春市鸿辉新型机电有限公司 | 35kV single-circuit compact high-strength electric pole |
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| GR01 | Patent grant |