CN104314354B - High tension electric tower pedestal - Google Patents
High tension electric tower pedestal Download PDFInfo
- Publication number
- CN104314354B CN104314354B CN201410660662.1A CN201410660662A CN104314354B CN 104314354 B CN104314354 B CN 104314354B CN 201410660662 A CN201410660662 A CN 201410660662A CN 104314354 B CN104314354 B CN 104314354B
- Authority
- CN
- China
- Prior art keywords
- pedestal
- high tension
- electric tower
- tension electric
- keel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title claims abstract description 69
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 238000011065 in-situ storage Methods 0.000 claims description 18
- 239000002184 metal Substances 0.000 claims description 9
- 238000009434 installation Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- -1 pedestal keel (1) Chemical compound 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2207—Sockets or holders for poles or posts not used
- E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
Abstract
The invention discloses a kind of high tension electric tower pedestal, including pedestal keel (1), pedestal keel (1) top is provided with the connecting portion being connected with high tension electric tower, and pedestal keel (1) bottom is provided with support platform (2), supports platform (2) and is arranged with reinforcing pile.High tension electric tower pedestal cost of manufacture of the present invention is low, can also reuse, save resource, environment is not worked the mischief, can Fast Installation, save the construction period, and adaptability counterweight can be carried out according to the weight of high tension electric tower, bear horizontal loading, ice load, line pulling force, dead load, personnel when installing or overhaul and instrument weight and broken string, etc. load.
Description
Technical field
The present invention relates to a kind of power infrastructures, especially high tension electric tower pedestal.
Background technology
At present, in high tension electric tower basement construction technology, mostly use the high tension electric tower pedestal of reinforced concrete structure, its advantage is that construction technology is ripe, reliability is high, but it is big owing to pouring high tension electric tower pedestal engineering, high tension electric tower pedestal needs maintenance a period of time to reach design strength requirement, and build a pedestal spent time up to the several months, often take other operation durations, and the high tension electric tower pedestal poured can not reuse, the pedestal that cast is formed also exists the problem being not easy to remove, need to spend bigger financial resources and manpower to remove, if do not removed, base part can become again the waste product polluting environment.
Summary of the invention
The technical problem to be solved is, for above-mentioned the deficiencies in the prior art, it is provided that a kind of high tension electric tower pedestal, this pedestal can carry out adaptability counterweight according to the weight of high tension electric tower, can bear horizontal loading.
The technical solution adopted in the present invention is as follows:
High tension electric tower pedestal of the present invention, including pedestal keel, pedestal keel top is provided with the connecting portion being connected with high tension electric tower, and pedestal keel bottom is provided with support platform, supports platform and is arranged with reinforcing pile.High tension electric tower is connected with pedestal keel by connecting portion, and pedestal keel and support platform can be carried out reinforcing by reinforcing pile to be fixed.
As the preferred version of the present invention, described pedestal keel are cross pedestal keel, are provided with, in the middle part of cross pedestal keel and in the middle part of support platform, the via passed for high tension electric tower earth connection, and two vias are on a center line.High tension electric tower earth connection carries out ground connection through pedestal keel and the via supported on platform.
As the preferred version of the present invention, described connecting portion is metallic plate, and metallic plate has on four pieces of four limits being anchored at cross pedestal keel respectively.
As the preferred version of the present invention, described connecting portion is beams of metal, and beams of metal has two, intersects and is anchored on cross pedestal keel, beams of metal cross part is provided with via.
As the preferred version of the present invention, also including being arranged on the balancing weight supported on platform, described balancing weight is trapezoidal balancing weight, is arranged on support platform and between cross pedestal keel.
As the preferred version of the present invention, also include the hole for hoist being arranged on balancing weight.Owing to the weight of balancing weight is big, by arranging hole for hoist on balancing weight, can facilitate and balancing weight is carried out lifting installation.
As the preferred version of the present invention, described reinforcing pile is cast-in-situ bored pile, and cast-in-situ bored pile quantity is four, and four cast-in-situ bored piles are respectively fixedly disposed at below each angle supporting platform.
Preferred version as the present invention, described reinforcing pile is cast-in-situ bored pile and oblique stake, and cast-in-situ bored pile quantity is four, and four cast-in-situ bored piles are respectively fixedly disposed at below each angle supporting platform, oblique stake quantity is four, and four oblique stakes are respectively fixedly disposed at lower section in the middle part of each limit supporting platform.
In sum, the advantage of high tension electric tower pedestal of the present invention is, cost of manufacture is low, it is also possible to recycling, saves resource, environment is not worked the mischief, can Fast Installation, save the construction period, and adaptability counterweight can be carried out according to the weight of high tension electric tower, bear horizontal loading, ice load, line pulling force, dead load, personnel when installing or overhaul and instrument weight and broken string, etc. load.
Accompanying drawing explanation
Fig. 1 is the top view of high tension electric tower base embodiment 1 of the present invention.
Fig. 2 is the front view of high tension electric tower base embodiment 1 of the present invention.
Fig. 3 is the top view of high tension electric tower base embodiment 2 of the present invention.
Fig. 4 is the front view of high tension electric tower base embodiment 2 of the present invention.
Detailed description of the invention
Embodiment 1
As shown in Figure 1, 2, the present embodiment high tension electric tower pedestal, including pedestal keel 1, described pedestal keel are cross pedestal keel, pedestal keel 1 top is provided with the connecting portion being connected with high tension electric tower, described connecting portion is metallic plate 4, and metallic plate 4 has on four pieces of four limits being anchored at cross pedestal keel respectively.
Pedestal keel 1 bottom is provided with support platform 2, is provided with, in the middle part of pedestal keel 1 and in the middle part of support platform 2, the via 3 passed for high tension electric tower earth connection, and two vias 3 are on a center line.High tension electric tower earth connection carries out ground connection through pedestal keel 1 and the via 3 supported on platform 2.
Being provided with balancing weight 6 supporting on platform 2, described balancing weight 6 is trapezoidal balancing weight, is arranged on support platform 2 and between cross pedestal keel.Hole for hoist 7 on balancing weight 6.Owing to the weight of balancing weight 6 is big, by arranging hole for hoist on balancing weight, can facilitate and balancing weight 6 is carried out lifting installation.Being arranged with reinforcing pile supporting platform 2, described reinforcing pile is cast-in-situ bored pile 8, and cast-in-situ bored pile 8 quantity is four, and four cast-in-situ bored piles 8 are respectively fixedly disposed at below each angle supporting platform 2.High tension electric tower is connected with pedestal keel 1 by connecting portion, and pedestal keel 1 and support platform 2 can be carried out reinforcing by reinforcing pile to be fixed.
Embodiment 2
As shown in Figure 3,4, the present embodiment high tension electric tower pedestal, including pedestal keel 1, described pedestal keel 1 are cross pedestal keel, pedestal keel 1 top is provided with the connecting portion being connected with high tension electric tower, and described connecting portion is beams of metal 5, and beams of metal 5 has two, intersect and be anchored on cross pedestal keel, beams of metal 5 cross part is provided with via 3.Pedestal keel 1 bottom is provided with support platform 2, is provided with, in the middle part of cross pedestal keel and in the middle part of support platform 2, the via 3 passed for high tension electric tower earth connection, and two vias 3 are on a center line.High tension electric tower earth connection carries out ground connection through pedestal keel 1 and the via 3 supported on platform 2.
Being provided with balancing weight 6 supporting on platform 2, described balancing weight 6 is trapezoidal balancing weight, is arranged on support platform 2 and between cross pedestal keel.Hole for hoist 7 on balancing weight 6.Owing to the weight of balancing weight 6 is big, by arranging hole for hoist 7 on balancing weight, can facilitate and balancing weight 6 is carried out lifting installation.It is arranged with reinforcing pile supporting platform 2, described reinforcing pile is cast-in-situ bored pile 8 and oblique stake 9, cast-in-situ bored pile 8 quantity is four, four cast-in-situ bored piles 8 are respectively fixedly disposed at below each angle supporting platform 2, oblique stake 9 quantity is four, and four oblique stakes 9 are respectively fixedly disposed at lower section in the middle part of each limit supporting platform 2.High tension electric tower is connected with pedestal keel 1 by connecting portion, and pedestal keel 1 and support platform 2 can be carried out reinforcing by reinforcing pile to be fixed.
Claims (6)
1. a high tension electric tower pedestal, it is characterised in that: including that pedestal keel (1), pedestal keel (1) top are provided with the connecting portion being connected with high tension electric tower, pedestal keel (1) bottom is provided with support platform (2), supports platform (2) and is arranged with reinforcing pile；Wherein, described pedestal keel (1) are cross pedestal keel, are provided with, with supporting, the via (3) passed for high tension electric tower earth connection in the middle part of cross pedestal keel in the middle part of platform (2), and two vias are on a center line；Also including being arranged on the balancing weight (6) supported on platform (2), described balancing weight (6) is trapezoidal balancing weight, is arranged in support platform (2) and between cross pedestal keel.
High tension electric tower pedestal the most according to claim 1, it is characterised in that: described connecting portion is metallic plate (4), and metallic plate (4) has on four pieces of four limits being anchored at cross pedestal keel respectively.
High tension electric tower pedestal the most according to claim 1, it is characterised in that: described connecting portion is beams of metal (5), and beams of metal (5) has two, intersects and is anchored on cross pedestal keel, beams of metal cross part is provided with via.
High tension electric tower pedestal the most according to claim 1, it is characterised in that: also include the hole for hoist (7) being arranged on balancing weight (6).
High tension electric tower pedestal the most according to claim 1, it is characterised in that: described reinforcing pile is cast-in-situ bored pile (8), and cast-in-situ bored pile (8) quantity is four, and four cast-in-situ bored piles (8) are respectively fixedly disposed at below each angle supporting platform (2).
High tension electric tower pedestal the most according to claim 1, it is characterized in that: described reinforcing pile is cast-in-situ bored pile (8) and oblique stake (9), cast-in-situ bored pile (8) quantity is four, four cast-in-situ bored piles are respectively fixedly disposed at below each angle supporting platform (2), oblique stake (9) quantity is four, and four oblique stakes are respectively fixedly disposed at lower section in the middle part of each limit supporting platform (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410660662.1A CN104314354B (en) | 2014-11-19 | 2014-11-19 | High tension electric tower pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410660662.1A CN104314354B (en) | 2014-11-19 | 2014-11-19 | High tension electric tower pedestal |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104314354A CN104314354A (en) | 2015-01-28 |
| CN104314354B true CN104314354B (en) | 2016-08-24 |
Family
ID=52369653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410660662.1A Active CN104314354B (en) | 2014-11-19 | 2014-11-19 | High tension electric tower pedestal |
Country Status (1)
| Country | Link |
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| CN (1) | CN104314354B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822129A (en) * | 2016-05-30 | 2016-08-03 | 常州市好利莱光电科技有限公司 | High-voltage tower base |
| CN107143196A (en) * | 2017-04-25 | 2017-09-08 | 中国铁塔股份有限公司长春市分公司 | A kind of tower body firm banking |
| CN110029858A (en) * | 2019-04-04 | 2019-07-19 | 浙江德宝通讯科技股份有限公司 | Autonomous lifting and basis adjustment adapt to the communication pole of height |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH084352A (en) * | 1994-06-21 | 1996-01-09 | Kema:Nv | Cable mast |
| CN202202338U (en) * | 2011-09-02 | 2012-04-25 | 王焕国 | Spliced tower crane foundation |
| CN202298639U (en) * | 2011-08-19 | 2012-07-04 | 河南省电力公司安阳供电公司 | Earthquake-proof foundation for high-voltage power transmission tower |
| CN103343548A (en) * | 2013-07-31 | 2013-10-09 | 山东电力工程咨询院有限公司 | Foundation type for power transmission tower and bearing capacity calculation method for same |
| CN103469810A (en) * | 2013-09-26 | 2013-12-25 | 国家电网公司 | Independent foundation of power transmission tower |
-
2014
- 2014-11-19 CN CN201410660662.1A patent/CN104314354B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH084352A (en) * | 1994-06-21 | 1996-01-09 | Kema:Nv | Cable mast |
| CN202298639U (en) * | 2011-08-19 | 2012-07-04 | 河南省电力公司安阳供电公司 | Earthquake-proof foundation for high-voltage power transmission tower |
| CN202202338U (en) * | 2011-09-02 | 2012-04-25 | 王焕国 | Spliced tower crane foundation |
| CN103343548A (en) * | 2013-07-31 | 2013-10-09 | 山东电力工程咨询院有限公司 | Foundation type for power transmission tower and bearing capacity calculation method for same |
| CN103469810A (en) * | 2013-09-26 | 2013-12-25 | 国家电网公司 | Independent foundation of power transmission tower |
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| Publication number | Publication date |
|---|---|
| CN104314354A (en) | 2015-01-28 |
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