CN201172983Y - Reinforced concrete pole - Google Patents
Reinforced concrete pole Download PDFInfo
- Publication number
- CN201172983Y CN201172983Y CNU2008200797502U CN200820079750U CN201172983Y CN 201172983 Y CN201172983 Y CN 201172983Y CN U2008200797502 U CNU2008200797502 U CN U2008200797502U CN 200820079750 U CN200820079750 U CN 200820079750U CN 201172983 Y CN201172983 Y CN 201172983Y
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- steel
- rolled steel
- drift bolt
- bars
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- Reinforcement Elements For Buildings (AREA)
Abstract
An armored concrete electrical pole is composed of main bars, short bars, spiral bars, inner steel hoops, drift bolt pipes and a joint steel ring, wherein the main bars and the spiral bars are made into a steel bar framework which is then arranged in an electrical pole steel mold, is poured with concrete, is processed by a centrifuge, and is made into an armored concrete electrical pole, wherein the drift bolt pipes are transversely installed in the electrical pole according to a certain distance and place, the short bars on the drift bolt pipes are welded with the main bars, and the inner steel hoops are installed under the drift bolt pipes in a binding mode, and the joint steel ring is installed on the bottom of the electricity pole. The utility model has the beneficial effects that the structure is reasonable, HRB400 rolled steel is used for producing the electrical pole, which has few differences with the existing technique, and does not need other investment cost, when the HRB400 rolled steel is used to replace a ton of Q235 rolled steel, the cost is saved about that the HRB400 rolled steel which has the same strength with the Q235 rolled steel costs 0.604T*5300yuan/T=3201.2 yuan, and the Q235 rolled steel costs 1T*5350yuan/T=5350 yuan, namely the cost is saved about (5350-3200)/5350*100% is approximately equal to 40%, namely about forty percent of the cost is saved, thereby about four hundred thousand yuan is saved when the rolled steel with Q235 strength which costs a million yuan is replaced.
Description
Technical field
The utility model relates to a kind of reinforced concrete pole, belongs to electric pole structure field.
Background technology
In order to carry out the techno-economic policy of country, accomplish advanced technology, safe and applicable, economical rationality, guarantee quality, honor is according to the requirement of " Code for design of concrete structures " GB50010-2002 national standard, and China's structural safety is lower than world level generally, but material usage is also many, and its reason is that higher in the world degree of safety is to realize by the material of higher-strength.
Summary of the invention
In order to overcome the deficiency of prior art structure, the utility model provides a kind of reinforced concrete pole.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of reinforced concrete pole, comprise main muscle, short muscle, spiral bar, interior stirrup, drift bolt pipe, joint steel ring, main muscle, spiral bar are made into cage of reinforcement, put into steel mould for electric pole, concrete in the cast, centrifugal by centrifuge, make reinforced concrete pole, the drift bolt pipe laterally is contained in the electric pole according to the certain distance position, short muscle on the drift bolt pipe and the welding of main muscle, interior stirrup is equipped with in colligation under the drift bolt pipe, and the joint steel ring is contained in the electric pole bottom.
A kind of reinforced concrete pole is replaced by the HRB-400 new type steel with the main muscle Q235 steel in the existing electric installation national standard SD141-3 atlas.
Benefit of the present utility model is rational in infrastructure, produce electric pole with the HRB400 steel and on technology, do not need other investment cost, reduce expenses with 1 ton of Q235 steel of the every replacement of HRB400: the steel expense 0.604T of equality strength HRB400 * 5300 yuan/T=3201.2 unit, the steel of Q235 take 1T * 5350 yuan/T=5350 unit, and (5350-3200) ÷ 5350 * 100% ≈ 40% that promptly reduce expenses promptly reduce expenses and about 40% that is to say that the steel of the Q235 intensity of 1,000,000 yuan of replacement can reduce expenses about 400,000 yuan.
Description of drawings
Below in conjunction with drawings and Examples utility model is further specified.
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model A-A schematic cross-section.
The specific embodiment
Embodiment 1: as shown in Figure 1, 2, a kind of reinforced concrete pole is with main muscle 1, short muscle 2, spiral bar 3, interior stirrup 4, drift bolt pipe 5, joint steel ring 6, main muscle 1, spiral bar 3 are made into cage of reinforcement, put into steel mould for electric pole, concrete in the cast, centrifugal by centrifuge, drift bolt pipe 5 laterally is contained in the electric pole according to the certain distance position, short muscle 2 on the drift bolt pipe 5 and main muscle 1 welding, interior stirrup 4 is equipped with in 5 times colligations of drift bolt pipe, and joint steel ring 6 is contained in the electric pole bottom.Make reinforced concrete pole, the main muscle Q235 steel in the steel concrete are replaced by the HRB400 new type steel.
Claims (1)
1. reinforced concrete pole, it is characterized in that comprising main muscle, short muscle, spiral bar, interior stirrup, drift bolt pipe, joint steel ring, main muscle, spiral bar are made into cage of reinforcement, put into steel mould for electric pole, concrete in the cast, centrifugal by centrifuge, make reinforced concrete pole, the drift bolt pipe laterally is contained in the electric pole according to the certain distance position, short muscle on the drift bolt pipe and the welding of main muscle, interior stirrup is equipped with in colligation under the drift bolt pipe, and the joint steel ring is contained in the electric pole bottom.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008200797502U CN201172983Y (en) | 2008-04-03 | 2008-04-03 | Reinforced concrete pole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008200797502U CN201172983Y (en) | 2008-04-03 | 2008-04-03 | Reinforced concrete pole |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201172983Y true CN201172983Y (en) | 2008-12-31 |
Family
ID=40200098
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2008200797502U Expired - Fee Related CN201172983Y (en) | 2008-04-03 | 2008-04-03 | Reinforced concrete pole |
Country Status (1)
Country | Link |
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CN (1) | CN201172983Y (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103806735A (en) * | 2014-03-18 | 2014-05-21 | 国家电网公司 | Method for replacing electric pole in power pipe network |
CN106626045A (en) * | 2016-10-12 | 2017-05-10 | 常德定海管桩有限公司 | Prestressed concrete pole as well as mold and manufacturing method thereof |
-
2008
- 2008-04-03 CN CNU2008200797502U patent/CN201172983Y/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103806735A (en) * | 2014-03-18 | 2014-05-21 | 国家电网公司 | Method for replacing electric pole in power pipe network |
CN103806735B (en) * | 2014-03-18 | 2016-02-03 | 国家电网公司 | Based on to the electric pole replacing options in electric power pipe network |
CN106626045A (en) * | 2016-10-12 | 2017-05-10 | 常德定海管桩有限公司 | Prestressed concrete pole as well as mold and manufacturing method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081231 Termination date: 20160403 |
|
CF01 | Termination of patent right due to non-payment of annual fee |