CN205530327U - Basis of electric power iron tower - Google Patents
Basis of electric power iron tower Download PDFInfo
- Publication number
- CN205530327U CN205530327U CN201620269409.8U CN201620269409U CN205530327U CN 205530327 U CN205530327 U CN 205530327U CN 201620269409 U CN201620269409 U CN 201620269409U CN 205530327 U CN205530327 U CN 205530327U
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- CN
- China
- Prior art keywords
- reinforced concrete
- column
- reinforcement
- basis
- reinforcement structure
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Abstract
The utility model provides a basis of electric power iron tower, includes the thick building rubbish tamp layer of 500mm, its characterized in that: be provided with 4 reinforced concrete column that the structure is the same on the thick building rubbish tamp layer of 500mm, reinforced concrete column's height is 2000mm, 4 individual reinforced concrete column is provided with the hierarchic structure reinforced concrete layer that 1200mm is high all around, 4 connect through reinforced concrete additional strengthening between the individual reinforced concrete column, 4 individual reinforced concrete column's top is provided with the microlith concrete layer that 300mm is thick, every reinforced concrete column upper portion is equipped with 4 buried bolt in advance, reinforced concrete column includes the stand longitudinal reinforcement, stand transverse reinforcement, the stand longitudinal reinforcement passes through stand bundle silk with stand transverse reinforcement and is connected. The utility model has the characteristics of the biggest lifting surface area in the same volume, it is strong to have a bearing capacity, stable in structure, improve life.
Description
Technical field
This utility model relates to steel tower technical field, the basis of a kind of electric power tower.
Background technology
High-voltage power transmission line steel tower is pullled to resist wind load and defeated line equipment, prevents from toppling, need firm and
Stocky basis.Traditional iron tower foundation not only volume is big, needs the steel material expended many, and its pressure-bearing
Ability is the most not fully up to expectations, elapses the stability meeting step-down on basis over time, there is potential safety hazard.
Summary of the invention
This utility model is for the problems referred to above, it is provided that the basis of a kind of electric power tower, and foundation bottom is made big flat
Tabular, prevents basis sinking, and basis is overall in hierarchic structure, strengthens knot by armored concrete between column
Structure links, and pre-embedded bolt is arranged in reinforced concrete upright column, for rigid tower steel column so that this base
Plinth has the maximum weighted area in same volume, has bearing capacity strong, and constitutionally stable feature improves
Service life.
The technical solution of the utility model is: the basis of a kind of electric power tower, including 500mm thickness building waste
Compacting layer, it is characterised in that: it is provided with 4 structures on described 500mm thickness building waste compacting layer identical
Reinforced concrete upright column, the height of reinforced concrete upright column is 2000mm, 4 reinforced concrete upright column surroundings
It is provided with hierarchic structure reinforced concrete floor high for 1200mm, between 4 reinforced concrete upright columns, passes through reinforcing bar
Concrete reinforcement structure connects, and the top of 4 reinforced concrete upright columns is provided with the pea gravel concreten that 300mm is thick
Layer, each reinforced concrete upright column top is provided with 4 pre-embedded bolts, and reinforced concrete upright column includes that column is indulged
To reinforcing bar, column transverse steel, column longitudinal reinforcement is connected by column tied silk with column transverse steel, steel
Reinforced concrete reinforcement structure includes that reinforcement structure horizontal reinforcement, reinforcement structure are directly to reinforcing bar, reinforcement structure level
Reinforcing bar is directly connected by reinforcement structure tied silk to reinforcing bar with reinforcement structure.
The beneficial effects of the utility model are: this utility model provides the basis of a kind of electric power tower, the end, basis
Massive plate shape is made in portion, prevents basis sinking, and basis is overall in hierarchic structure, is mixed by reinforcing bar between column
Solidifying soil reinforcement structure links, and pre-embedded bolt is arranged in reinforced concrete upright column, for rigid tower steel column,
Make this basis have the maximum weighted area in same volume, there is bearing capacity strong, constitutionally stable spy
Point, improves service life.
Accompanying drawing explanation
Fig. 1 is planar structure schematic diagram of the present utility model and partial sectional view.
Fig. 2 is sectional view at A-A in Fig. 1.
Fig. 3 is sectional view at B-B in Fig. 1.
Fig. 4 is sectional view at C-C in Fig. 2.
Fig. 5 is sectional view at D-D in Fig. 2.
Fig. 6 is sectional view at E-E in Fig. 2.
Fig. 7 is sectional view at F-F in Fig. 3.
Fig. 8 is the partial structurtes schematic diagram after this utility model installed part 14 steel column.
Fig. 9 is the planar structure schematic diagram after this utility model installed part 14 steel column.
In Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9,1.500mm thickness is built
Rubbish compacting layer, 2. hierarchic structure reinforced concrete floor, 3. reinforced concrete upright column, 4. pea gravel concreten layer,
5. armored concrete reinforcement structure, 6. pre-embedded bolt, 7. column longitudinal reinforcement, 8. column transverse steel, 9.
Column tied silk, 10. reinforcement structure horizontal reinforcement, 11. reinforcement structures directly to reinforcing bar, 12. reinforcement structure tied silks,
13. steel column base plates, 14. steel columns, 15. gussets, 16. reinforcing bars.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is further described.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, this practicality
Novel is the basis of a kind of electric power tower, tamps layer 1 including 500mm thickness building waste, it is characterised in that: institute
State and be provided with 4 identical reinforced concrete upright columns of structure 3, reinforcing bar on 500mm thickness building waste compacting layer 1
The height of concrete column 3 is 2000mm, and it is high that 4 reinforced concrete upright column 3 surroundings are provided with 1200mm
By armored concrete reinforcement structure between 2,4 reinforced concrete upright columns 3 of hierarchic structure reinforced concrete floor
5 connect, and the top of 4 reinforced concrete upright columns 3 is provided with the pea gravel concreten layer 4 that 300mm is thick, each
Reinforced concrete upright column 3 top is provided with 4 pre-embedded bolts 6, and reinforced concrete upright column 3 includes column longitudinal direction steel
Muscle 7, column transverse steel 8, column longitudinal reinforcement 7 is connected by column tied silk 9 with column transverse steel 8,
Armored concrete reinforcement structure 5 includes that reinforcement structure horizontal reinforcement 10, reinforcement structure, directly to reinforcing bar 11, are strengthened
Structure level reinforcing bar 10 is directly connected by reinforcement structure tied silk 12 to reinforcing bar 11 with reinforcement structure.
Operation principle of the present utility model:
Foundation bottom makes massive plate shape reinforcing bar 16 xoncrete structure, prevents basis sinking, and basis is overall in rank
Ladder structure, is linked by armored concrete reinforcement structure 5 between reinforced concrete upright column 3, pre-embedded bolt 6
It is arranged in reinforced concrete upright column 3, for rigid tower steel column 14, steel column 14 and pea gravel concreten
It is provided with steel column base plate 13 between layer 4, and with gusset 15, steel column 14 is reinforced so that this basis
Having the maximum weighted area in same volume, have bearing capacity strong, constitutionally stable feature, raising makes
Use the life-span.
As can be seen here, this utility model provides the basis of a kind of electric power tower, and foundation bottom makes massive plate shape,
Preventing basis sinking, basis is overall to be linked by armored concrete reinforcement structure between column in hierarchic structure,
Pre-embedded bolt is arranged in reinforced concrete upright column, for rigid tower steel column so that this basis has phase
Maximum weighted area in same volume, has bearing capacity strong, and constitutionally stable feature improves service life.
Claims (1)
1. a basis for electric power tower, tamps layer including 500mm thickness building waste, it is characterised in that: institute
Stating and be provided with 4 identical reinforced concrete upright columns of structure on 500mm thickness building waste compacting layer, reinforcing bar mixes
The height of solidifying soil column is 2000mm, and 4 reinforced concrete upright column surroundings are provided with ladder knot high for 1200mm
Structure reinforced concrete floor, is connected by armored concrete reinforcement structure between 4 reinforced concrete upright columns, 4
The top of reinforced concrete upright column is provided with the pea gravel concreten layer that 300mm is thick, each reinforced concrete upright column
Top is provided with 4 pre-embedded bolts, and reinforced concrete upright column includes column longitudinal reinforcement, column transverse steel,
Column longitudinal reinforcement is connected by column tied silk with column transverse steel, and armored concrete reinforcement structure includes adding
Strong structure level reinforcing bar, reinforcement structure are directly to reinforcing bar, and reinforcement structure horizontal reinforcement and reinforcement structure are directly to reinforcing bar
Connected by reinforcement structure tied silk.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620269409.8U CN205530327U (en) | 2016-03-24 | 2016-03-24 | Basis of electric power iron tower |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620269409.8U CN205530327U (en) | 2016-03-24 | 2016-03-24 | Basis of electric power iron tower |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205530327U true CN205530327U (en) | 2016-08-31 |
Family
ID=57141411
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620269409.8U Expired - Fee Related CN205530327U (en) | 2016-03-24 | 2016-03-24 | Basis of electric power iron tower |
Country Status (1)
Country | Link |
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CN (1) | CN205530327U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107460793A (en) * | 2017-08-10 | 2017-12-12 | 中建空列(北京)工程设计研究院有限公司 | Hang empty iron assemblyization interval structure system and its construction method |
-
2016
- 2016-03-24 CN CN201620269409.8U patent/CN205530327U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107460793A (en) * | 2017-08-10 | 2017-12-12 | 中建空列(北京)工程设计研究院有限公司 | Hang empty iron assemblyization interval structure system and its construction method |
CN107460793B (en) * | 2017-08-10 | 2019-08-02 | 中建空列(北京)工程设计研究院有限公司 | Hang empty iron assembly interval structure system and its construction method |
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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: 20160831 |
|
CF01 | Termination of patent right due to non-payment of annual fee |