CN104120733A - Deviation compensation component for power transmission line iron tower foundation sinking - Google Patents
Deviation compensation component for power transmission line iron tower foundation sinking Download PDFInfo
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- CN104120733A CN104120733A CN201410287238.7A CN201410287238A CN104120733A CN 104120733 A CN104120733 A CN 104120733A CN 201410287238 A CN201410287238 A CN 201410287238A CN 104120733 A CN104120733 A CN 104120733A
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- supporting plate
- transmission line
- making
- difference
- power transmission
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Abstract
The invention relates to a deviation compensation structure for power transmission line iron tower foundation sinking. The deviation compensation structure comprises a deviation compensation component provided with a cavity structure defined by an upper supporting plate, a lower supporting plate and side face supporting plates. The upper supporting plate is provided with foundation bolt holes and concrete pouring holes. The lower supporting plate is provided with foundation bolt holes. An inverted-V-shaped supporting framework is fixed in the cavity structure of the deviation compensation component. The lower supporting plate of the deviation compensation component is connected and fixed to foundation stand columns through foundation bolts. The upper supporting plate is connected and fixed to an iron tower through foundation bolts. The deviation compensation structure for power transmission line iron tower foundation sinking is convenient to install, can correct iron tower foundation sinking in time, and guarantees safety of a power transmission line. Besides, the deviation compensation structure is low in manufacturing cost and construction cost.
Description
Technical field
The present invention relates to a kind of fixed installation member of iron tower of power transmission line, the sink member of making up the difference of power transmission line iron tower foundation.
Background technology
The basis of ultra-high-tension power transmission line refers to the buried part of steel tower, and its Main Function is that steel tower is firmly fixed to ground.When ordinary circumstance, between steel tower and basis, by bolt seamless link, in the time there is setting of ground, steel tower is run-off the straight with immerge, between steel tower and basis, can produce larger vertical displacement, when serious, can cause the broken string of falling tower accident.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of power transmission line iron tower foundation member that sinks to making up the difference, and adopts this member can facilitate, revise in time iron tower foundation sinking.
For solving above technical problem, the technical solution used in the present invention is:
A kind of power transmission line iron tower foundation member that sinks to making up the difference, it comprises the member of making up the difference, the member of making up the difference surrounds cavity structure by upper backup pad, lower supporting plate and lateral bolster fagging, on upper backup pad, have anchor (bolt) hole and concrete casting orifice, on lower supporting plate, have anchor (bolt) hole, in the cavity structure of the member of making up the difference, be fixed with inverted V-shaped support frame; The member lower supporting plate of making up the difference is connected and fixed by stone bolt and basic stand column, and upper backup pad is connected and fixed by stone bolt and steel tower.
When use, first open the stone bolt that connects basis and steel tower in original structure, the member of making up the difference is placed on basic stand column, tightens stone bolt; Then fluid concrete is in the cavity of the member of making up the difference; Again steel tower and the member of making up the difference are connected and fixed by stone bolt.
As the preferred scheme of one, also comprise the connection backing plate being padded between upper backup pad and steel tower, on connection backing plate, have anchor (bolt) hole and concrete casting orifice.
As the preferred scheme of another kind, also comprise the stone bolt backing plate being padded between lower supporting plate and column.
Adopt the power transmission line iron tower foundation provided by the invention member that sinks to making up the difference, easy for installation, can sink to revising to iron tower foundation in time, ensure the safety of transmission line of electricity.And cost of manufacture and construction cost are low.
Brief description of the drawings
Fig. 1 is structural representation of the present invention.
Fig. 2 is the front section view of member of making up the difference.
Fig. 3 is the structural representation of connection backing plate.
Fig. 4 is the structural representation of stone bolt backing plate.
In figure, 1-upper backup pad, 2-lower supporting plate, 3-lateral bolster fagging, 4-anchor (bolt) hole, 5-concrete casting orifice, 6-inverted V-shaped support frame, 7-stone bolt, 8-column, 9-steel tower, 10-connection backing plate, 11-stone bolt backing plate.
Detailed description of the invention
In order to make those skilled in the art better understand the present invention, below in conjunction with accompanying drawing, the present invention is done to further clear, complete explanation.
A kind of power transmission line iron tower foundation structure of sinking to making up the difference, it comprises the member of making up the difference, the member of making up the difference surrounds cavity structure by upper backup pad 1, lower supporting plate 2 and lateral bolster fagging 3, on upper backup pad 1, have anchor (bolt) hole 4 and concrete casting orifice 5, from concrete casting orifice 5 to cavity structure in fluid concrete.On lower supporting plate 2, have anchor (bolt) hole 4, in the cavity structure of the member of making up the difference, be fixed with inverted V-shaped support frame 6.The member of making up the difference is welded by steel plate and angle steel, wherein, upper backup pad 1 and lower supporting plate 2 adopt steel plate, inverted V-shaped support frame 6 adopts angle steel, one end of angle steel is welded in the inner surface of upper backup pad 1, the other end is welded in the binding site of downside gripper shoe 3 and lower supporting plate 2, and two gussets that are symmetrically welded become an inverted V-shaped support frame 6, and multiple such inverted V-shaped support frames 6 can be set.The member lower supporting plate 2 of making up the difference is connected and fixed by stone bolt 7 and basic stand column 8, and upper backup pad 1 is connected and fixed by stone bolt 7 and steel tower 9.
On the basis of above structure, also comprise the connection backing plate 10 being padded between upper backup pad 1 and steel tower 8, as shown in Figure 3, on connection backing plate 10, have anchor (bolt) hole 4 and concrete casting orifice 5, if basis sinks again, the member of can making up the difference by again superposeing above connection backing plate is rectified a deviation.
Also comprise the stone bolt backing plate 11 being padded between lower supporting plate 2 and column 7, the stability being connected with column to strengthen the member of making up the difference.As shown in Figure 4, on stone bolt backing plate 11, also have anchor (bolt) hole 4.
The scope of protection of present invention is not limited to above detailed description of the invention; to those skilled in the art; the present invention can have various deformation and change, all any amendments of doing within design of the present invention and principle, improves and is equal within replacement all should be included in protection scope of the present invention.
Claims (3)
1. the power transmission line iron tower foundation structure of sinking to making up the difference, it is characterized in that: it comprises the member of making up the difference, the member of making up the difference surrounds cavity structure by upper backup pad (1), lower supporting plate (2) and lateral bolster fagging (3), on upper backup pad (1), have anchor (bolt) hole (4) and concrete casting orifice (5), on lower supporting plate (2), have anchor (bolt) hole (4), in the cavity structure of the member of making up the difference, be fixed with inverted V-shaped support frame (6); The member lower supporting plate (2) of making up the difference is connected and fixed by stone bolt (7) and basic stand column (8), and upper backup pad (1) is connected and fixed by stone bolt (7) and steel tower (9).
2. the power transmission line iron tower foundation according to claim 1 structure of sinking to making up the difference, it is characterized in that: also comprise the connection backing plate (10) being padded between upper backup pad (1) and steel tower (9), on connection backing plate (10), have anchor (bolt) hole (4) and concrete casting orifice (5).
3. the power transmission line iron tower foundation according to claim 1 structure of sinking to making up the difference, is characterized in that: also comprise the stone bolt backing plate (11) being padded between lower supporting plate (2) and column (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410287238.7A CN104120733B (en) | 2014-06-25 | 2014-06-25 | Power transmission line iron tower foundation sinks to making up the difference component |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410287238.7A CN104120733B (en) | 2014-06-25 | 2014-06-25 | Power transmission line iron tower foundation sinks to making up the difference component |
Publications (2)
Publication Number | Publication Date |
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CN104120733A true CN104120733A (en) | 2014-10-29 |
CN104120733B CN104120733B (en) | 2017-11-10 |
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CN201410287238.7A Active CN104120733B (en) | 2014-06-25 | 2014-06-25 | Power transmission line iron tower foundation sinks to making up the difference component |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107604936A (en) * | 2017-08-31 | 2018-01-19 | 杭萧钢构(河南)有限公司 | A kind of means to save the situation of steel column foot crab-bolt dislocation |
Citations (6)
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KR20090084038A (en) * | 2008-01-31 | 2009-08-05 | 주식회사 진웅아이티시그널 | A fabric of pillar and method for executing thereof |
CA2752597A1 (en) * | 2011-09-09 | 2013-03-09 | Dean R. Rosendahl | Mounting a base plate on upstanding fasteners of a support |
CN203022409U (en) * | 2012-12-28 | 2013-06-26 | 中国神华能源股份有限公司 | Iron tower support assembly |
CN203096780U (en) * | 2013-01-14 | 2013-07-31 | 陈佐霞 | Straight-line electricity transmitting steel tower with rectification device |
KR20130130279A (en) * | 2012-05-22 | 2013-12-02 | 김종훈 | Anchor bolt alignment module |
CN204040051U (en) * | 2014-06-25 | 2014-12-24 | 国家电网公司 | Power transmission line iron tower foundation sinks to making up the difference component |
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2014
- 2014-06-25 CN CN201410287238.7A patent/CN104120733B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20090084038A (en) * | 2008-01-31 | 2009-08-05 | 주식회사 진웅아이티시그널 | A fabric of pillar and method for executing thereof |
CA2752597A1 (en) * | 2011-09-09 | 2013-03-09 | Dean R. Rosendahl | Mounting a base plate on upstanding fasteners of a support |
KR20130130279A (en) * | 2012-05-22 | 2013-12-02 | 김종훈 | Anchor bolt alignment module |
CN203022409U (en) * | 2012-12-28 | 2013-06-26 | 中国神华能源股份有限公司 | Iron tower support assembly |
CN203096780U (en) * | 2013-01-14 | 2013-07-31 | 陈佐霞 | Straight-line electricity transmitting steel tower with rectification device |
CN204040051U (en) * | 2014-06-25 | 2014-12-24 | 国家电网公司 | Power transmission line iron tower foundation sinks to making up the difference component |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107604936A (en) * | 2017-08-31 | 2018-01-19 | 杭萧钢构(河南)有限公司 | A kind of means to save the situation of steel column foot crab-bolt dislocation |
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CN104120733B (en) | 2017-11-10 |
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