CN202031369U - Communication pole tower with steel concrete structure - Google Patents
Communication pole tower with steel concrete structure Download PDFInfo
- Publication number
- CN202031369U CN202031369U CN2010202832160U CN201020283216U CN202031369U CN 202031369 U CN202031369 U CN 202031369U CN 2010202832160 U CN2010202832160 U CN 2010202832160U CN 201020283216 U CN201020283216 U CN 201020283216U CN 202031369 U CN202031369 U CN 202031369U
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- reinforced concrete
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Abstract
The utility model provides a communication pole tower with a steel concrete structure, which belongs to the communication field. The communication pole tower which mainly comprises a tower pole and a foundation seat is characterized in that the tower pole is formed by casting steel bar racks and concrete layers; the foundation seat adopts a reinforced concrete structure; a flange equipped on the bottom of the tower pole and a foundation bolt protruding from the foundation seat cooperate with each other and are fixed by nuts. The communication pole tower which thus has a steel concrete structure has a low manufacturing cost. Furthermore, the communication pole tower has the advantages of factory production of the tower pole and the foundation seat, prefabricated equipments, unified product standard, strong universality, high strength, convenient connection, rapidness, safety, on-site welding and casting prevention, rapid construction and low construction cost.
Description
Technical field
The utility model belongs to the communications field, particularly a kind of communication shaft tower of Reinforced Concrete Structure.
Background technology
In the communication system, communication accessories such as antenna are arranged on the communication shaft tower, are used to transmit and receive communication signal, have important effect in whole Radio Network System.Around the needs of mechanics of communication, the coverage scale of communication shaft tower is more and more higher, and use amount is also increasing.Present communication shaft tower mostly adopts steel work, and the manufacturing cost height need be poured into a mould fixingly at the scene when installing simultaneously, and speed of application is slow, the expense height.
Summary of the invention
The purpose of this utility model is to provide a kind of Reinforced Concrete Structure communication shaft tower, batch production production, and prefabricated assembling, cost is low.
The utility model is achieved in that
Reinforced Concrete Structure communication shaft tower mainly comprises tower bar and basis seat, it is characterized in that: described tower bar is formed by the bar frame and the layer of concrete cast of inside, and the bottom of tower bar is provided with the steel flanges dish; Described basis seat employing reinforced concrete structure, top is provided with the stone bolt that stretches out the basis seat, and this stone bolt cooperates with described flange, fixes by nut.
After the utility model adopts said structure, adopt steel mesh reinforcement and concrete Reinforced Concrete Structure, low cost of manufacture can be saved investment 60-70% than equal height iron tower.Tower bar and basis seat batch production production, prefabricated assembling, the production efficiency height, product standard is unified, and highly versatile has the intensity height, and easy to connect, quick, safe effect has been avoided field Welding, cast, and speed of application is fast, and operating expenses is low.Be widely used in various wireless, wire communication shaft towers, also can be used as electric force pole tower and use.
Description of drawings
Fig. 1 is a kind of structural representation of the present utility model, and Fig. 2 is the structural representation of tower bar shown in Figure 1, and Fig. 3 is the structural representation of basis shown in Figure 1 seat, and Fig. 4 is the connection diagram of communication accessory.
In the accompanying drawing, 1 is that tower bar, 2 is the communication accessory for lightning rod, 12 for pillar, 11 for base, 10 for cat ladder, 9 for shroud ring, 8 for stone bolt, 7 for flange, 6 for layer of concrete, 5 for bar frame, 4 for basis seat, 3.
The specific embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is elaborated.
As shown in Figure 1, the utility model is a kind of Reinforced Concrete Structure communication shaft tower, is used for the communications field.Mainly comprise tower bar 1 and basis seat 2.As shown in Figure 2, tower bar 1 adopts the diameter cylindrical or gradually little truncated cone that makes progress unanimous between the higher and lower levels.Tower bar 1 forms Reinforced Concrete Structure, batch production production by the bar frame 3 of inside and layer of concrete 4 cast, the centrifugal forming of cladding reinforcing steel bar rack 3.The bottom of tower bar 1 is provided with a steel flanges dish 5, and for guaranteeing fastness, flange 5 is connected with bar frame 3 rigidity of tower bar 1 inside.Tower bar 1 is provided with steel shroud ring 7, and steel shroud ring 7 is fastened on the tower bar 1 by anti-theft bolt, by steel shroud ring 7 cat ladder 8 can be installed, and is convenient to communication and safeguards.As shown in Figure 4, the top of tower bar 1 installs lightning rod 11 additional by steel shroud ring 7, and lightning rod 11 is connected with bar frame 3 conductions of tower bar 1 inside, carries out earial drainage by bar frame 3, and the electric current throughput is big, guarantees the equipment security of operation.Communication accessories 12 such as antenna also are arranged on the tower bar 1 by shroud ring 7, and three secondary directional aerials can be installed as required, and antenna size is 2640mmx280mm.As shown in Figure 3, basis seat 2 is made up of plinth 9 and cylindrical columns 10, adopts reinforced concrete structure, concrete casting injection forming on reinforcing bar spacer screen basis, formation Reinforced Concrete Structure.Cylindrical columns 10 is provided with the stone bolt 6 that stretches out pillar 10, and this stone bolt 6 cooperates with the flange 5 of tower bar 1 bottom, fixes by nut.
Tower bar 1 of the present utility model can adopt the different plurality of specifications of length, as 12 meters, 15 meters, 18 meters, 21 meters, 24 meters, 27 meters etc., to adapt to the needs of different communication requirement.When needing higher shaft tower, be the height that guarantees tower bar 1, the tower bar 1 more than two sections or two sections can connect use, connects by flange arrangement between the bottom of the top of hypomere tower bar 1 and epimere tower bar 1.
At the external surface anticorrosion with painting coating of tower bar 1, use attractive in appearance strengthens erosion resistance.
During use, basis seat 2 places in the foundation ditch, and pillar 10 exposes; 1 assembling of tower bar is finished, and erect the back and be connected with basis seat 2 flanges, and fixing.
Claims (6)
1. Reinforced Concrete Structure communication shaft tower mainly comprises tower bar (1) and basis seat (2), it is characterized in that: described tower bar (1) is formed by the bar frame (3) and layer of concrete (4) cast of inside, and the bottom of tower bar (1) is provided with steel flanges dish (5); Described basis seat (2) adopts reinforced concrete structure, and top is provided with the stone bolt (6) that stretches out basis seat (2), and this stone bolt (6) cooperates with described flange (5), fixes by nut.
2. Reinforced Concrete Structure communication shaft tower according to claim 1, it is characterized in that: described flange (5) is rigidly connected with the bar frame (3) of tower bar (1) inside.
3. Reinforced Concrete Structure communication shaft tower according to claim 1 and 2, it is characterized in that: described tower bar (1) adopts cylindrical or the gradually little truncated cone that makes progress, described basis seat (2) is made up of plinth (9) and cylindrical columns (10), and described stone bolt (6) stretches out cylindrical columns (10).
4. Reinforced Concrete Structure communication shaft tower according to claim 3, it is characterized in that: described tower bar (1) is gone up and is provided with cat ladder (8) and lightning rod (11) by steel shroud ring (7), and described lightning rod (11) links to each other with the bar frame (3) of tower bar (1) inside.
5. Reinforced Concrete Structure communication shaft tower according to claim 4, it is characterized in that: tower bar (1) is gone up by shroud ring (7) and also is provided with communication accessory (12).
6. Reinforced Concrete Structure communication shaft tower according to claim 5, it is characterized in that: described tower bar (1) connects by flange arrangement between adjacent two sections by forming more than two sections or two sections.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202832160U CN202031369U (en) | 2010-08-06 | 2010-08-06 | Communication pole tower with steel concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202832160U CN202031369U (en) | 2010-08-06 | 2010-08-06 | Communication pole tower with steel concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202031369U true CN202031369U (en) | 2011-11-09 |
Family
ID=44893671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202832160U Expired - Lifetime CN202031369U (en) | 2010-08-06 | 2010-08-06 | Communication pole tower with steel concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202031369U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677688A (en) * | 2011-12-30 | 2012-09-19 | 深圳市海生机房技术有限公司 | Prefabricated concrete assembled foundation |
| CN103147460A (en) * | 2013-03-27 | 2013-06-12 | 郑州市大方实业有限公司 | Integrated prefabricated pier and foundation structure |
| CN104358466A (en) * | 2014-11-21 | 2015-02-18 | 王勇 | Combined module type communication tower |
| CN106639493A (en) * | 2016-12-09 | 2017-05-10 | 佛山科学技术学院 | Stainless steel reinforced concrete structure for sea lighthouses |
| CN107083856A (en) * | 2017-05-24 | 2017-08-22 | 中国铁塔股份有限公司长春市分公司 | A kind of signal of communication tower |
| CN109057501A (en) * | 2018-08-22 | 2018-12-21 | 国网内蒙古东部电力有限公司经济技术研究院 | A kind of Anti-inclining shaft tower |
| CN111827770A (en) * | 2020-07-06 | 2020-10-27 | 江苏铭远杆塔有限公司 | Weather-resistant steel electric steel pipe tower |
| CN115504731A (en) * | 2022-07-07 | 2022-12-23 | 浙江荣电电力器材有限公司 | Concrete formula and concrete communication tower prepared from same |
-
2010
- 2010-08-06 CN CN2010202832160U patent/CN202031369U/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677688A (en) * | 2011-12-30 | 2012-09-19 | 深圳市海生机房技术有限公司 | Prefabricated concrete assembled foundation |
| CN103147460A (en) * | 2013-03-27 | 2013-06-12 | 郑州市大方实业有限公司 | Integrated prefabricated pier and foundation structure |
| CN104358466A (en) * | 2014-11-21 | 2015-02-18 | 王勇 | Combined module type communication tower |
| CN104358466B (en) * | 2014-11-21 | 2016-10-26 | 王勇 | A kind of module combined type communication tower |
| CN106639493A (en) * | 2016-12-09 | 2017-05-10 | 佛山科学技术学院 | Stainless steel reinforced concrete structure for sea lighthouses |
| CN106639493B (en) * | 2016-12-09 | 2019-03-19 | 佛山科学技术学院 | A kind of offshore lighthouse stainless steel reinforced concrete structure |
| CN107083856A (en) * | 2017-05-24 | 2017-08-22 | 中国铁塔股份有限公司长春市分公司 | A kind of signal of communication tower |
| CN109057501A (en) * | 2018-08-22 | 2018-12-21 | 国网内蒙古东部电力有限公司经济技术研究院 | A kind of Anti-inclining shaft tower |
| CN109057501B (en) * | 2018-08-22 | 2019-09-13 | 国网内蒙古东部电力有限公司经济技术研究院 | A kind of Anti-inclining shaft tower |
| CN111827770A (en) * | 2020-07-06 | 2020-10-27 | 江苏铭远杆塔有限公司 | Weather-resistant steel electric steel pipe tower |
| CN111827770B (en) * | 2020-07-06 | 2021-08-24 | 江苏铭远杆塔有限公司 | Weather-resistant steel electric steel pipe tower |
| CN115504731A (en) * | 2022-07-07 | 2022-12-23 | 浙江荣电电力器材有限公司 | Concrete formula and concrete communication tower prepared from same |
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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: 20111109 |