CN104453336A - Base structure of high-pressure steel pipe pole - Google Patents
Base structure of high-pressure steel pipe pole Download PDFInfo
- Publication number
- CN104453336A CN104453336A CN201410609360.1A CN201410609360A CN104453336A CN 104453336 A CN104453336 A CN 104453336A CN 201410609360 A CN201410609360 A CN 201410609360A CN 104453336 A CN104453336 A CN 104453336A
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- CN
- China
- Prior art keywords
- steel pole
- steel
- rods
- angular adjustment
- pole
- 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.)
- Granted
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Classifications
-
- 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
-
- 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
- E04H12/223—Sockets or holders for poles or posts not used driven into the ground with movable anchoring elements; with separately driven anchor rods
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Joining Of Building Structures In Genera (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to a base of high-pressure steel pipe poles, in particular to a base structure of a high-pressure steel pipe pole. Multiple through holes (1) penetrate through the upper surface and the lower surface of a cement disk (2) and are distributed annularly. Connection steel rods (5) of stay rods are arranged in the through holes in a penetrating mode. The number of the stay rods is equal to that of the through holes (1). The upper end of each connection steel rod is provided with a stop ring (4). The middle portion of the upper surface of each stop ring (4) is provided with a threaded rod (3). The lower end of each connection steel rod (5) is exposed on the lower face of the cerement disk (2). The lower end of each connection steel rod is hinged to an angle adjusting steel rod (7), wherein the number of the angle adjusting steel rods (7) is equal to that of the connection steel rods. According to the base structure of the high-pressure steel pipe poles, the connecting steel rods are hinged to the angle adjusting steel rods, the angle adjusting steel rods can be distributed in a radial mode, and the angles of the angle adjusting steel rods can be adjusted freely according to the soil quality of a foundation pit; in this way, due to the fact that the stay rods and the high-pressure steel pipe pole are directly connected, the defect that in the prior art, connection cement blocks are broken and become ineffective can be overcome.
Description
Technical field
The present invention relates to a kind of Steel Tube Special rod base, especially relate to a kind of base construction of Steel Tube Special bar.
Background technology
Known, along with the quickening of urban construction paces and the quickening of Urbanization Process, the thing followed is a large amount of need for electricity, in order to the intensity of urban and electric pole, Steel Tube Special bar is employed in a large number in city, because planting of Steel Tube Special bar is in the location of Various Complex, wherein flower bed and building side, enclosure wall outside, roadbed edge, the row ground such as water supply network side, gas pipeline side, city are buried underground comparatively common; But planting of Steel Tube Special bar is buried in the earth unlike concrete wire pole, need to make pedestal, the intensity of pedestal determines the intensity of Steel Tube Special bar, and existing Steel Tube Special bar is easily subject to Vehicular impact, many times there will be lodging, slant, form potential safety hazard.
Summary of the invention
In order to overcome the deficiency in background technology, the invention discloses a kind of base construction of Steel Tube Special bar, can according to foundation ditch soil property radially angle-adjustable by the angular adjustment steel pole be articulated and connected, because pull bar and Steel Tube Special bar are for be directly connected, prior art can be stopped and connect the broken and ineffective drawback of cement block.
For achieving the above object, the present invention adopts following technical scheme:
A kind of base construction of Steel Tube Special bar, comprise cement disks and pull bar, upper side to the bottom surfaces of cement disks is provided with the through hole of multiple annular spread, the connection steel pole of pull bar equal to described number of openings is worn in through-holes, the upper end connecting steel pole at each is respectively equipped with Dang ring, screw rod is provided with in the middle part of the upper side of described Dang ring, the lower end of each connection steel pole described is exposed in the bottom surfaces of cement disks, and each connects lower end of steel pole and is connected with the angular adjustment steel pole upper end thereof of equal number.
The base construction of described Steel Tube Special bar, groove is upwards provided with in the lower end connecting steel pole, the upper end of described angular adjustment steel pole is provided with riser, the riser of angular adjustment steel pole be through connect steel pole groove in, screw bolt passes connects perforation that described in steel pole, groove both sides are arranged and is connected being articulated and connected of steel pole and angular adjustment steel pole with after the connecting hole that riser is arranged by locked formation of nut.
The base construction of described Steel Tube Special bar, the lower end of angular adjustment steel pole is connected to the middle part of cross bar, forms inverse-T-shaped structure by angular adjustment steel pole and cross bar.
The base construction of described Steel Tube Special bar, is respectively equipped with circular arc chamfering in the both sides, upper end of riser.
Owing to have employed technique scheme, the present invention has following beneficial effect:
The base construction of Steel Tube Special bar of the present invention, pull bar top is arranged in cement disks, can according to foundation ditch soil property radially angle-adjustable by the angular adjustment steel pole be articulated and connected, because pull bar and Steel Tube Special bar are for be directly connected, prior art can be stopped and connect the broken and ineffective drawback of cement block, obtain multiple forces of Steel Tube Special bar, be connected firmly; Wide accommodation of the present invention, cost is lower, is beneficial to and applies at power department.
Accompanying drawing explanation
Fig. 1 is three-dimensional assembly structure schematic diagram of the present invention.
Fig. 2 is the three-dimensional assembly structure schematic diagram of pull bar of the present invention.
Fig. 3 is perspective view of the present invention.
In figure: 1, through hole; 2, cement disks; 3, screw rod; 4, Dang ring; 5, steel pole is connected; 6, bolt; 7, angular adjustment steel pole; 8, cross bar; 9, nut; 10, groove; 11, bore a hole; 12, connecting hole; 13, riser.
Detailed description of the invention
Can explain the present invention in more detail by the following examples, the present invention is not limited to the following examples, discloses object of the present invention and is intended to protect all changes and improvements in the scope of the invention.
The present invention is equally applicable to the support of light pole, building bottom.
The base construction of the Steel Tube Special bar by reference to the accompanying drawings described in 1 ~ 3, comprise cement disks 2 and pull bar, upper side to the bottom surfaces of cement disks 2 is provided with the through hole 1 of multiple annular spread, be through in through hole 1 with the connection steel pole 5 of the equal pull bar of described through hole 1 quantity, the upper end connecting steel pole 5 at each is respectively equipped with Dang ring 4, screw rod 3 is provided with in the middle part of the upper side of described Dang ring 4, the lower end of each connection steel pole 5 described is exposed in the bottom surfaces of cement disks 2, each connects the lower end of steel pole 5 and is connected with angular adjustment steel pole 7 upper end thereof of equal number, groove 10 upwards is namely provided with in the lower end connecting steel pole 5, the upper end of described angular adjustment steel pole 7 is provided with riser 13, circular arc chamfering is respectively equipped with in the both sides, upper end of riser 13, the riser 13 of angular adjustment steel pole 7 is through in the groove 10 of connection steel pole 5, bolt 6 is connected being articulated and connected of steel pole 5 and angular adjustment steel pole 7 through after connecting the perforation 11 that groove 10 both sides described in steel pole 5 arrange and the connecting hole 12 that riser 13 is arranged by locked formation of nut 9 successively, the lower end of angular adjustment steel pole 7 is connected to the middle part of cross bar 8, inverse-T-shaped structure is formed by angular adjustment steel pole 7 and cross bar 8.
Implement the base construction of Steel Tube Special bar of the present invention, during installation, first connecting steel pole 5 by many penetrates in the through hole 1 of cement disks 2, then exposed in cement disks 2 bottom many are connected steel pole 5 lower end and are connected by bolt 6, nut 9, the present invention is put into the foundation ditch dug, adjustment angular adjustment steel pole 7 radially or explosion like be distributed in foundation ditch, in foundation ditch, earth filling tamping just can.
The Steel Tube Special bar structure of part not in the detailed description of the invention and Steel Tube Special bar do not belong to protection scope of the present invention with of the present invention connection and are prior art, and therefore the present invention does not describe in detail.
Claims (4)
1. the base construction of a Steel Tube Special bar, it is characterized in that: comprise cement disks (2) and pull bar, upper side to the bottom surfaces of cement disks (2) is provided with the through hole (1) of multiple annular spread, be through in through hole (1) with the connection steel pole (5) of the equal pull bar of described through hole (1) quantity, the upper end connecting steel pole (5) at each is respectively equipped with Dang ring (4), screw rod (3) is provided with in the middle part of the upper side of described Dang ring (4), the lower end of each connection steel pole (5) described is exposed in the bottom surfaces of cement disks (2), each lower end connecting steel pole (5) is connected with angular adjustment steel pole (7) upper end thereof of equal number.
2. the base construction of Steel Tube Special bar according to claim 1, it is characterized in that: be provided with groove (10) upwards in the lower end connecting steel pole (5), the upper end of described angular adjustment steel pole (7) is provided with riser (13), the riser (13) of angular adjustment steel pole (7) is through in the groove (10) of connection steel pole (5), bolt (6) is connected being articulated and connected of steel pole (5) and angular adjustment steel pole (7) through after connecting perforation (11) and the upper connecting hole (12) arranged of riser (13) that steel pole (5) described groove (10) both sides arrange by locked formation of nut (9) successively.
3. the base construction of the Steel Tube Special bar according to any one of claim 1 or 2, is characterized in that: the lower end of angular adjustment steel pole (7) is connected to the middle part of cross bar (8), forms inverse-T-shaped structure by angular adjustment steel pole (7) and cross bar (8).
4. the base construction of Steel Tube Special bar according to claim 2, is characterized in that: be respectively equipped with circular arc chamfering in the both sides, upper end of riser (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410609360.1A CN104453336B (en) | 2014-11-04 | 2014-11-04 | Base structure of high-pressure steel pipe pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410609360.1A CN104453336B (en) | 2014-11-04 | 2014-11-04 | Base structure of high-pressure steel pipe pole |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104453336A true CN104453336A (en) | 2015-03-25 |
| CN104453336B CN104453336B (en) | 2019-12-17 |
Family
ID=52900024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410609360.1A Expired - Fee Related CN104453336B (en) | 2014-11-04 | 2014-11-04 | Base structure of high-pressure steel pipe pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104453336B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029862A (en) * | 2019-05-24 | 2019-07-19 | 国网山东省电力公司平度市供电公司 | A kind of adjustable electric line bar bracing means and application method |
| CN110331884A (en) * | 2019-07-02 | 2019-10-15 | 合肥海银杆塔有限公司 | A kind of electric force pole tower mounting seat and installation method suitable for alpine terrain |
Citations (10)
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| JP2559394Y2 (en) * | 1991-09-23 | 1998-01-14 | 収平 岩田 | Rock anchored octopus foot anchor foundation |
| US6230449B1 (en) * | 1999-06-17 | 2001-05-15 | William A. Colvin, Jr. | Support attachment for a post |
| KR20050092136A (en) * | 2004-03-15 | 2005-09-21 | 한국전력공사 | Foundation for steel tower and method thereof |
| CN2856277Y (en) * | 2005-11-10 | 2007-01-10 | 江苏太湖铁塔有限公司 | Steel pipe pole for communication basestation |
| CN201292534Y (en) * | 2008-11-18 | 2009-08-19 | 河南省电力勘测设计院 | Pylon foundation of transmission line |
| DE102009037175A1 (en) * | 2009-08-12 | 2011-02-17 | Stahlwerk Annahütte Max Aicher GmbH & Co. KG | System for anchoring various building structures e.g. masts, to ground, has fixing part transversely fitted by anchor plate and including end section that projects outside over anchor plate for supporting weight |
| CN202090667U (en) * | 2011-03-31 | 2011-12-28 | 河南省电力公司济源供电公司 | Lower support member of an electric pole |
| CN203487856U (en) * | 2013-08-28 | 2014-03-19 | 国家电网公司 | Pole bottom structure |
| CN203499296U (en) * | 2013-07-08 | 2014-03-26 | 浙江和勤通信工程有限公司 | Quick positioning and installing small station |
| JP5464589B2 (en) * | 2010-05-18 | 2014-04-09 | 株式会社ラスコジャパン | Simple foundation for columnar members |
-
2014
- 2014-11-04 CN CN201410609360.1A patent/CN104453336B/en not_active Expired - Fee Related
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2559394Y2 (en) * | 1991-09-23 | 1998-01-14 | 収平 岩田 | Rock anchored octopus foot anchor foundation |
| US6230449B1 (en) * | 1999-06-17 | 2001-05-15 | William A. Colvin, Jr. | Support attachment for a post |
| KR20050092136A (en) * | 2004-03-15 | 2005-09-21 | 한국전력공사 | Foundation for steel tower and method thereof |
| CN2856277Y (en) * | 2005-11-10 | 2007-01-10 | 江苏太湖铁塔有限公司 | Steel pipe pole for communication basestation |
| CN201292534Y (en) * | 2008-11-18 | 2009-08-19 | 河南省电力勘测设计院 | Pylon foundation of transmission line |
| DE102009037175A1 (en) * | 2009-08-12 | 2011-02-17 | Stahlwerk Annahütte Max Aicher GmbH & Co. KG | System for anchoring various building structures e.g. masts, to ground, has fixing part transversely fitted by anchor plate and including end section that projects outside over anchor plate for supporting weight |
| JP5464589B2 (en) * | 2010-05-18 | 2014-04-09 | 株式会社ラスコジャパン | Simple foundation for columnar members |
| CN202090667U (en) * | 2011-03-31 | 2011-12-28 | 河南省电力公司济源供电公司 | Lower support member of an electric pole |
| CN203499296U (en) * | 2013-07-08 | 2014-03-26 | 浙江和勤通信工程有限公司 | Quick positioning and installing small station |
| CN203487856U (en) * | 2013-08-28 | 2014-03-19 | 国家电网公司 | Pole bottom structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029862A (en) * | 2019-05-24 | 2019-07-19 | 国网山东省电力公司平度市供电公司 | A kind of adjustable electric line bar bracing means and application method |
| CN110331884A (en) * | 2019-07-02 | 2019-10-15 | 合肥海银杆塔有限公司 | A kind of electric force pole tower mounting seat and installation method suitable for alpine terrain |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104453336B (en) | 2019-12-17 |
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| SE01 | Entry into force of request for substantive examination | ||
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191217 Termination date: 20201104 |
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| CF01 | Termination of patent right due to non-payment of annual fee |