CN202969410U - SCOPE type pipe tower foundation - Google Patents
SCOPE type pipe tower foundation Download PDFInfo
- Publication number
- CN202969410U CN202969410U CN 201220741741 CN201220741741U CN202969410U CN 202969410 U CN202969410 U CN 202969410U CN 201220741741 CN201220741741 CN 201220741741 CN 201220741741 U CN201220741741 U CN 201220741741U CN 202969410 U CN202969410 U CN 202969410U
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- basic blocks
- pipe tower
- short column
- foundation block
- tower foundation
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Abstract
The utility model discloses a SCOPE type pipe tower foundation which comprises a lower foundation block, an upper foundation block and a connecting foundation block, wherein a connecting short column is fixed on the lower foundation block. A reserved hole in which the connecting short column is inserted is formed in the upper foundation block, a connecting hole in which the connecting foundation block is inserted is formed in the connecting short column, the upper foundation block is connected with the connecting short column by the reserved hole in an inserted mode, and the connecting foundation block is connected in the connecting hole in an inserted mode, so that the lower foundation block is connected with the upper foundation block. The SCOPE type pipe tower foundation has the advantages that a mechanical calculation model is clearer and conforms to a reinforced concrete calculation model of assumed mechanical plane cross section; the structural durability of all reinforced concrete members is greatly improved; and the SCOPE type pipe tower foundation is simple in connection and easy to assemble and disassemble, and improves installing efficiency.
Description
Technical field
The technical field of building trade under the utility model can directly apply on the single-pipe tower basis of mobile communications industry, power industry, monitoring trade, street lighting industry etc.
Background technology
Traditional job practices is mainly all adopted in pipe tower foundation construction at present: on-the-spot heavy excavation foundation ditch, then build reinforced concrete foundation.There is following problem in this building method: 1, long construction period, construction period are about a 15th day of a month.2, affected by natural weather larger, intemperance or rainy season almost can not construct; When 3, constructing, operating surface is large, to environment; 4, work progress disturbs residents; 5, the field construction quality is not easy to control; When 5, steel tower was moved, the basis can not reuse, and has wasted resource and has caused land pollution.
By retrieving existing disclosed document, finding to have had the patent No. is 201020184245.1 utility model patent " the assembly unit bases of prefabricated units ", steel work and concrete block combination foundation that this patent adopts batch production to make shorten on-site construction time to the mode of on-site consolidation.Through comparative study, there is following problem: 1, be embedded in connecting bolt between steel work in soil and concrete block and easily get rusty under underground water, soil are done wet, repeatedly corrosion; Bolt looseness can't be observed and tighten up, thereby causes the hidden danger of pipe tower foundation, has reduced basic application life.2, the connecting bolt thread of concrete piece easily is corroded, and during the steel tower resettlement, basic blocks can not be reused.3, the bolt between basic blocks is many, constructs more loaded down with trivial details, and especially nethermost tools for bolts ' pretension is not easy to operate.4, there is the rigidity sudden change junction of steel work and concrete block, in the theory of computation that does not meet plane hypothesis on mechanics on structural calculation model, still can not find out suitable this type of basic theory of computation foundation in existing building structure standard.
The utility model content
The utility model provides a kind of new generation structure formula pipe tower foundation, does not adopt steel work to be connected with concrete assembled, and utilizes each reinforced concrete member self to connect and support, and forms an integral body.This base case has realized that batch production is prefabricated, has improved site-assembled efficient, has realized the anticorrosion life requirement of Denging, carries and having done basic application life, has strengthened the structure safety reliability, and when steel tower was moved, the basis can be reused.
The utility model adopts following technical scheme:
A kind of generation structure formula pipe tower foundation, comprise lower basic blocks, upper basic blocks and be connected basic blocks, be fixed with the connection short column on lower basic blocks, have on upper basic blocks and insert the preformed hole that connects short column, connect the connecting hole that has the socket connection basic blocks on short column, upper basic blocks is pegged graft with being connected short column by preformed hole, and the connection basic blocks is plugged on lower basic blocks is connected with upper basic blocks.
Described lower basic blocks, upper basic blocks and to be connected basic blocks be all to be formed by reinforced concrete prefabricated.
Described basic blocks and the gap that connects between basic blocks are inserted into piece.
The described piece of carving is that galvanizing by dipping is carved piece.
Described basic blocks and the gap filling that connects between basic blocks have the microdilatancy pea gravel concreten.
The beneficial effects of the utility model are: 1, mechanics model is clearer and more definite, meets the steel concrete computation model of plane hypothesis on mechanics.2, all steel reinforced concrete member improves the durability of structure greatly.3, connect simply, loading and unloading easily improve installation effectiveness.
Description of drawings
Fig. 1 is the structural representation that the utility model is prepared assembling.
Fig. 2 is the structural representation after the utility model assembling is completed.
Fig. 3 is the structural representation after the utility model is imbedded foundation ditch.
Fig. 4 is the schematic diagram of the voussoir of the utility model use.
The specific embodiment
As Fig. 1,2, a kind of generation structure formula pipe tower foundation, comprise lower basic blocks 1, upper basic blocks 2 and be connected basic blocks 3, be fixed with on lower basic blocks 1 and connect short column 4, have on upper basic blocks 2 and insert the preformed hole 5 that connects short column 4, connect the connecting hole 6 that has socket connection basic blocks 3 on short column 4, upper basic blocks 2 is pegged graft with being connected short column 4 by preformed hole 5, and connection basic blocks 3 is plugged on lower basic blocks 1 is connected with upper basic blocks 2.
Lower basic blocks 1, upper basic blocks 2 and to be connected basic blocks 3 be all to be formed by reinforced concrete prefabricated.In the time of site operation, after excavation of foundation pit, as Fig. 3, two lower basic blocks 1 are placed side by side in the foundation ditch bottom, connect short column 4 up; Four preformed holes 5 of upper basic blocks 2 are aimed at the connection short column 4 of lower basic blocks 1, pegged graft and place, smooth compacting; Then will connect basic blocks 3 inserts in the connecting hole 6 that connects on short column 4; Gap between upper basic blocks 2 and connection basic blocks 3 is inserted into galvanizing by dipping and carves piece 7 at last, and then carries out microdilatancy pea gravel concreten 8 cementation of fissures.
But the present embodiment all adopts socket connection, and is detachable and reusing is strong, and all adopts reinforced concrete prefabricated on-the-spot plug-in type assembly unit, adopts at last galvanizing by dipping voussoir pretension.The basis piecemeal makes by pin and forms a mass-type foundation between basic blocks, the load that topples of common opposing pipe tower.Use prestressing force means pretension to connect pin block, the basis is formed whole, total is integrated into a rigidity and globality good single footing.
Claims (5)
1. generation structure formula pipe tower foundation, it is characterized in that, comprise lower basic blocks (1), upper basic blocks (2) and be connected basic blocks (3), be fixed with on lower basic blocks (1) and connect short column (4), have on upper basic blocks (2) and insert the preformed hole (5) that connects short column (4), connect the connecting hole (6) that has socket connection basic blocks (3) on short column (4), upper basic blocks (2) is pegged graft with being connected short column (4) by preformed hole (5), and connection basic blocks (3) is plugged on lower basic blocks (1) is connected with upper basic blocks (2).
2. a kind of generation structure formula pipe tower foundation according to claim 1, is characterized in that, described lower basic blocks (1), upper basic blocks (2) and to be connected basic blocks (3) be all to be formed by reinforced concrete prefabricated.
3. a kind of generation structure formula pipe tower foundation according to claim 1 and 2, is characterized in that, described basic blocks (2) and the gap that connects between basic blocks (3) are inserted into piece (7).
4. a kind of generation structure formula pipe tower foundation according to claim 3, is characterized in that, the described piece (7) of carving is carved piece for galvanizing by dipping.
5. a kind of generation structure formula pipe tower foundation according to claim 3, is characterized in that, described basic blocks (2) and the gap filling that connects between basic blocks (3) have microdilatancy pea gravel concreten (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220741741 CN202969410U (en) | 2012-12-28 | 2012-12-28 | SCOPE type pipe tower foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220741741 CN202969410U (en) | 2012-12-28 | 2012-12-28 | SCOPE type pipe tower foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202969410U true CN202969410U (en) | 2013-06-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220741741 Expired - Lifetime CN202969410U (en) | 2012-12-28 | 2012-12-28 | SCOPE type pipe tower foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202969410U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103981886A (en) * | 2014-04-10 | 2014-08-13 | 浙江和勤通信工程有限公司 | Detachable self-stabilization tenon buckle foundation |
| CN106245973A (en) * | 2016-08-25 | 2016-12-21 | 杭州德宝机电制造有限公司 | Fabricated base formula communication shaft tower |
| CN106436739A (en) * | 2016-08-26 | 2017-02-22 | 江苏铭远杆塔有限公司 | Underground prefabricated foundation of communication tower and mounting method of underground prefabricated foundation |
| CN110242096A (en) * | 2019-06-21 | 2019-09-17 | 郑乐 | A kind of communication tower bottom column foot |
| CN111005401A (en) * | 2019-12-12 | 2020-04-14 | 贵州建工集团第一建筑工程有限责任公司 | Prefabricated concrete component assembling tower footing foundation |
-
2012
- 2012-12-28 CN CN 201220741741 patent/CN202969410U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103981886A (en) * | 2014-04-10 | 2014-08-13 | 浙江和勤通信工程有限公司 | Detachable self-stabilization tenon buckle foundation |
| CN103981886B (en) * | 2014-04-10 | 2016-02-24 | 浙江和勤通信工程有限公司 | Detachable self-stabilization type tenon button basis |
| CN106245973A (en) * | 2016-08-25 | 2016-12-21 | 杭州德宝机电制造有限公司 | Fabricated base formula communication shaft tower |
| CN106436739A (en) * | 2016-08-26 | 2017-02-22 | 江苏铭远杆塔有限公司 | Underground prefabricated foundation of communication tower and mounting method of underground prefabricated foundation |
| CN110242096A (en) * | 2019-06-21 | 2019-09-17 | 郑乐 | A kind of communication tower bottom column foot |
| CN111005401A (en) * | 2019-12-12 | 2020-04-14 | 贵州建工集团第一建筑工程有限责任公司 | Prefabricated concrete component assembling tower footing foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUODONG NETWORK COMMUNICATION GROUP CO., LTD. Free format text: FORMER OWNER: CHEN YUNRUI Effective date: 20140521 Free format text: FORMER OWNER: GU SONGLIN ZHU YONGPING GE WEICHUN Effective date: 20140521 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 210000 NANJING, JIANGSU PROVINCE TO: 214000 WUXI, JIANGSU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140521 Address after: 214000 Jiangsu city of Wuxi province green Xinyuan Road Development Zone No. 100 530 No. 2 building, twenty-one floor Patentee after: GUODONG NETWORK COMMUNICATION GROUP CO.,LTD. Address before: 210000, 22 floor, Jiangsu Foreign Economic & Trade Building, 50 Zhonghua Road, Jiangsu, Nanjing Patentee before: Chen Yunrui Patentee before: Gu Songlin Patentee before: Zhu Yongping Patentee before: Ge Weichun |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 214000 21st floor, No. 2, 530 building, No. 100, Ditui Road, Xinyuan Development Zone, Wuxi City, Jiangsu Province Patentee after: Guodong Network Communication Group Co.,Ltd. Address before: 214000 21st floor, No. 2, 530 building, No. 100, Ditui Road, Xinyuan Development Zone, Wuxi City, Jiangsu Province Patentee before: GUODONG NETWORK COMMUNICATION GROUP Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130605 |