CN203022409U - Iron tower support assembly - Google Patents
Iron tower support assembly Download PDFInfo
- Publication number
- CN203022409U CN203022409U CN 201220742499 CN201220742499U CN203022409U CN 203022409 U CN203022409 U CN 203022409U CN 201220742499 CN201220742499 CN 201220742499 CN 201220742499 U CN201220742499 U CN 201220742499U CN 203022409 U CN203022409 U CN 203022409U
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- CN
- China
- Prior art keywords
- steel tower
- steel
- supporting component
- component according
- spandrel girder
- 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.)
- Expired - Lifetime
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title abstract description 26
- 229910052742 iron Inorganic materials 0.000 title abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 66
- 239000010959 steel Substances 0.000 claims description 66
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000005452 bending Methods 0.000 abstract 1
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 239000003245 coal Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 206010044565 Tremor Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model provides an iron tower support assembly. The iron tower support assembly comprises four upright posts and further comprises a bearing beam and a supporting beam, wherein the bearing beam and the supporting beam are horizontally arranged; the upright posts are used for supporting the bearing beam; a jack support plate is arranged between the bearing beam and the supporting beam; and the supporting beam is provided with foundation bolts. The iron tower support assembly disclosed by the utility model can be used for aligning and straightening the iron tower at any time by regulating the supporting beam; the bearing beam is used to improve the bending strength of the iron tower so as to prevent collapse and breakage of the iron tower; and the upright posts are used for supporting the whole iron tower.
Description
Technical field
The utility model relates to a kind of steel tower supporting component.
Background technology
Along with the development of coal undertaking, the coal mining instrument upgrades year by year, and coal mining output is growing, and the goaf area constantly enlarges.For example: adopt the sky area and extend with 70-80 square kilometre of speed every year the Yulin Prefecture, above ground structure is constituted a threat to, and the various overhead wires that frame is good are worked the mischief, ground constantly sink and ruptures, the inhomogeneous sinking of subsiding of iron tower foundation, the directionless inclination of steel tower, the serious bend fracture of tower material, main material gross distortion, the not first-class problem of wire degree of speeding degree of tightness.Directly affect steel tower service life, have at any time accident potential, might cause great serious accident and power failure, and relate to the All other routes security of operation.In order to guarantee the normal electricity consumption in colliery, be necessary because of tower suiting measures to different conditions, to take corresponding measure according to circuit each side factor.
But, China's existing goaf steel tower processing mode is all for the exploitation of ground building building, be generally geological foundation reinforcing, tunnel backfill, again build building, when running into when affecting the line security operation problem, general processing mode is for building new steel tower or again building line route, this mode power off time is long, undertakes to have a big risk, and total economic loss is high.
The utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, and a kind of collapse of iron tower fracture that prevents is provided, and aligns at any time the steel tower supporting component of alignment steel tower.
The technical solution of the utility model provides a kind of steel tower supporting component, comprise four root posts, described steel tower supporting component also comprises horizontally disposed spandrel girder and brace summer, described column is used for supporting described spandrel girder, be provided with very heavy support plate between described spandrel girder and described brace summer, described brace summer is provided with stone bolt.
Preferably, described spandrel girder is that two rectangular frame structure lap splices form, and the bottom surface of the infall of described two rectangular frame structure is the Support Position of described column.
Preferably, described brace summer is that four steel beam structure tranposition towers connect and form, and is provided with described very heavy support plate between the end face of the infall of the bottom surface of the infall of described four steel beam structures and described two rectangular frame structure.
Preferably, the two ends of described four steel beam structures are equipped with anchor (bolt) hole.
Preferably, also be tiltedly installed with the steel plate of putting more energy between described spandrel girder and described column.
Preferably, the bottom surface of described spandrel girder also is provided with anti-settling steel plate.
Preferably, have water hole or water seam on described very heavy support plate.
Preferably, a plurality of jigs are installed also on the bottom of described steel tower, described jig is connected by high-strength bolt with described steel tower, is welded with a reinforcement angle steel between every two described jigs.
Preferably, described column comprises the more piece back-up block, connects by anchor ear between described back-up block.
After adopting technique scheme, have following beneficial effect: the utility model utilization adjustment brace summer is aligned at any time, the alignment steel tower; Spandrel girder prevents the collapse of iron tower fracture for increasing the flexural strength of steel tower; Column is used for supporting whole steel tower.
Description of drawings
Fig. 1 is the structural representation of steel tower supporting component in the utility model one embodiment;
Fig. 2 is the structural representation of spandrel girder in the utility model one embodiment;
Fig. 3 is the structural representation of brace summer in the utility model one embodiment;
Fig. 4 is the structural representation of steel tower in the utility model one embodiment.
The Reference numeral table of comparisons:
1---column 2---spandrel girder 3---brace summer
4---very heavy support plate 5---steel tower 6---steel plates of putting more energy into
7---anti-settling steel plate 8---jig 9---reinforcement angle steel
11---anchor ear 31---stone bolt 32---anchor (bolt) holes
The specific embodiment
Further illustrate the specific embodiment of the present utility model below in conjunction with accompanying drawing.
As shown in Figure 1, the steel tower supporting component comprises four root posts 1, also comprises horizontally disposed spandrel girder 2 and brace summer 3, and column 1 is used for supporting spandrel girder 2, be provided with very heavy support plate 4 between spandrel girder 2 and brace summer 3, brace summer 3 is provided with the stone bolt 31 for levelling, alignment steel tower 5.
The utility model is aligned at any time by adjusting stone bolt 31 on brace summer 3, the alignment steel tower; Spandrel girder 2 is for increasing the flexural strength of steel tower 5, prevents steel tower 5 fracture of collapsing; Column 1 is used for supporting whole steel tower 5.Solved the subsidence area steel tower and easily be out of shape fracture, application life shakiness a difficult problem, and to causing Iron tower incline, along with constantly subsiding, can align at any time alignment, guarantee that the both sides wire tension is even, be unlikely to so produce broken string, draw the appearance of the accidents such as bad steel tower; This technology is simple safe and reliable, reaches economical rationality, construction period, can not cause the generation of power failure and other accidents, and reduce investment outlay, the reduction of erection time.
In the present embodiment, as shown in Figure 2, spandrel girder 2 is that two rectangular frame structure lap splices form, and the bottom surface of the infall of two rectangular frame structure is the Support Position of column 1.As shown in Figure 3, brace summer 3 is that four steel beam structure tranposition towers connect and form, and is provided with very heavy support plate 4 between the end face of the infall of the bottom surface of the infall of four steel beam structures and two rectangular frame structure.Article four, the two ends of steel beam structure are equipped with anchor (bolt) hole 32.Regulate the orientation of steel tower 5 by eight anchor (bolt) holes 32, simple to operation.
Preferably, spandrel girder 2 and brace summer 3 also can be other shapes, support and adjust steel tower as long as can be used in, and all belong to protection domain of the present utility model.
Preferably, as shown in Figure 1, go back tiltable between spandrel girder 2 and column 1 and be provided with the steel plate 6 of putting more energy into, to reach the effect of flexural strength.
Preferably, as shown in Figure 1, the bottom surface of spandrel girder 2 also can be provided with anti-settling steel plate 7.
Preferably, have water hole or water seam (not shown) on very heavy support plate 4, in order to avoid the ponding that rains causes iron plate getting rusty.
Preferably, as shown in Figure 4, a plurality of jigs 8 are installed also on the bottom of steel tower 5, jig 8 is connected by the high-strength bolt (not shown) with steel tower 5, is welded with a reinforcement angle steel 9 between every two jigs 8.When jig 8 is installed, must be adjacent to steel tower 5 and installs, high-strength bolt can guarantee that jig 8 is adjacent to steel tower 5.Jig 8 and reinforcement angle steel 9 are used for reinforcing steel tower 5.
Preferably, column 1 comprises more piece back-up block (not shown), connects by anchor ear 11 between back-up block.
Above-described is only principle of the present utility model and preferred embodiment.Should be pointed out that for the person of ordinary skill of the art, on the basis of the utility model principle, can also make some other modification, also should be considered as protection domain of the present utility model.
Claims (9)
1. steel tower supporting component, comprise four root posts, it is characterized in that, described steel tower supporting component also comprises horizontally disposed spandrel girder and regulates brace summer, described column is used for supporting described spandrel girder, be provided with very heavy support plate between described spandrel girder and described brace summer, described brace summer is provided with stone bolt.
2. steel tower supporting component according to claim 1, is characterized in that, described spandrel girder is that two rectangular frame structure lap splices form, and the bottom surface of the infall of described two rectangular frame structure is the Support Position of described column.
3. steel tower supporting component according to claim 2, it is characterized in that, described brace summer is that four steel beam structure tranposition towers connect and form, and is provided with described very heavy support plate between the end face of the infall of the bottom surface of the infall of described four steel beam structures and described two rectangular frame structure.
4. steel tower supporting component according to claim 3, is characterized in that, the two ends of described four steel beam structures are equipped with anchor (bolt) hole.
5. steel tower supporting component according to claim 1, is characterized in that, also is tiltedly installed with the steel plate of putting more energy between described spandrel girder and described column.
6. steel tower supporting component according to claim 1, is characterized in that, the bottom surface of described spandrel girder also is provided with anti-settling steel plate.
7. steel tower supporting component according to claim 1, is characterized in that, has water hole or water seam on described very heavy support plate.
8. steel tower supporting component according to claim 1, is characterized in that, a plurality of jigs also are installed on the bottom of described steel tower, and described jig is connected by high-strength bolt with described steel tower, is welded with a reinforcement angle steel between every two described jigs.
9. steel tower supporting component according to claim 1, is characterized in that, described column comprises the more piece back-up block, connects by anchor ear between described back-up block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220742499 CN203022409U (en) | 2012-12-28 | 2012-12-28 | Iron tower support assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220742499 CN203022409U (en) | 2012-12-28 | 2012-12-28 | Iron tower support assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203022409U true CN203022409U (en) | 2013-06-26 |
Family
ID=48646402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220742499 Expired - Lifetime CN203022409U (en) | 2012-12-28 | 2012-12-28 | Iron tower support assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203022409U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120733A (en) * | 2014-06-25 | 2014-10-29 | 国家电网公司 | Deviation compensation component for power transmission line iron tower foundation sinking |
| CN107687266A (en) * | 2017-09-30 | 2018-02-13 | 广东电网有限责任公司电力科学研究院 | A kind of oblique material bracing means of power transmission tower angle steel |
| CN107687561A (en) * | 2017-09-14 | 2018-02-13 | 南京艺成教育科技发展有限公司 | A kind of blinds box bracket |
-
2012
- 2012-12-28 CN CN 201220742499 patent/CN203022409U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120733A (en) * | 2014-06-25 | 2014-10-29 | 国家电网公司 | Deviation compensation component for power transmission line iron tower foundation sinking |
| CN107687561A (en) * | 2017-09-14 | 2018-02-13 | 南京艺成教育科技发展有限公司 | A kind of blinds box bracket |
| CN107687266A (en) * | 2017-09-30 | 2018-02-13 | 广东电网有限责任公司电力科学研究院 | A kind of oblique material bracing means of power transmission tower angle steel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130626 |