CN202689024U - Loaded type movable combined steel-made foundation used for tower pole - Google Patents
Loaded type movable combined steel-made foundation used for tower pole Download PDFInfo
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- CN202689024U CN202689024U CN 201220350909 CN201220350909U CN202689024U CN 202689024 U CN202689024 U CN 202689024U CN 201220350909 CN201220350909 CN 201220350909 CN 201220350909 U CN201220350909 U CN 201220350909U CN 202689024 U CN202689024 U CN 202689024U
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- tower bar
- pulley
- connection block
- footing
- wire rope
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Abstract
The utility model discloses a loaded type movable combined steel-made foundation used for a tower pole. The foundation comprises a foundation body and is characterized in that the foundation body comprises a central connection base, base feet and connecting angles for providing supports for the tower pole, wherein the central connection base is connected with the base feet through the connecting angles; and the base feet are connected and integrally fixed by two connecting angles. For different loads, a baffle plate and a bottom plate can be selectively installed on the foundation, namely, placed on the ground or buried into the ground, and stabilized by loose materials such as concrete precast blocks, rock, sand, and soil. The foundation is also configured with an elevation system, and the elevation of the tower pole can be realized by operating a steel wire rope winch. The foundation is strong in adaptability, the traditional way that a concrete foundation is generally adopted is broken, a reliable protection mode is provided for a piece of tower pole installation equipment, the installation and the transportation are convenient, the parts and components are connected by bolts, thereby being convenient to disassemble and transport, and no permanent pollution and damage to the environment are caused.
Description
Technical field
The utility model relates to a kind of basis and jacking system of monopole tower bar.Relate in particular to movably combined steel basis of a kind of loaded for the tower bar, it can be used for supporting wind-driven generator, solar panel, street lamp, communication apparatus, monitoring system, instrument for wind measurement etc.
Background technology
The monopole tower bar is applied to a plurality of industries just more and more.For example, the regenerative resource such as wind energy and solar energy, satellite and wireless telecommunications industry etc.The monopole tower bar for wind power generating set, solar panel, transmitting antenna etc. necessary structural support is provided, it is a typical braced structures of Cost reduction.The monopole tower bar also can be used for supporting meteorological equipment such as anemobiagraph, wind vane, temperature pick up and pressure sensor etc.The monopole tower bar also can be used for overhead lighting source that supports street lamp or any other industry such as building trade etc.
Generally, the monopole tower bar is to be fixed on the concrete foundation of building in advance.Concrete foundation is generally relatively expensive and often need the building operations qualification, in case build up, the basis just is difficult to be moved.After equipment reached application life, its basis often abandoned became a potential harm at the scene.And do not allow under some environment maybe can not adopt concrete foundation, this just needs a kind of basis of new model to adapt to multiple situation.
Many monopole tower bar structures do not have the function of lifting and protection top equipment.For example, what masthead was installed is a typhoon power generator, in the high wind situation, if do not fall the tower bar, is that blower fan or monopole tower bar all might be damaged.
Summary of the invention
The technical problems to be solved in the utility model provides movably combined steel basis of a kind of loaded for the tower bar, have environmental protection, can convenient movement and the characteristics of installation; Secondly, configure a kind of mechanism that can protect tower bar institute erection equipment, be convenient to tower bar and institute's erection equipment lifting.
For solving above-mentioned first problem, the utility model provides movably combined steel basis of a kind of loaded for the tower bar, comprise basic body, it is characterized in that, described basic body is included as center Connection Block, footing, the connecting angle that the tower bar provides support, described center Connection Block is connected with footing by connecting angle, is connected and fixed in aggregates with two angle steel between each footing.
To improvement of the technical scheme: install base plate additional between the described connecting angle, install baffle plate additional between the described footing, make basic body form an open containers shape.
To further improvement in the technical proposal: described basic body is all-steel polygon or circular configuration, and press as the heavy burden thing with concrete precast block, stone, sand or soil on the basic body firm fixed.
For solving above-mentioned Second Problem, technique scheme is further improved again: on the described basic body tower bar and jacking system thereof are set, tower bar bottom and center Connection Block are hinged, described jacking system comprises the wire rope capstan winch, the pulley column, assembly pulley, shackle line, anchor ear, pulley column top arranges pulley, the pulley column lower end is connected on the Connection Block of center, pulley column top connects with wire rope, the wire rope other end is connected on the described footing, the wire rope capstan winch is fixed on the pulley column, anchor ear is fixed on the tower bar, uses assembly pulley, shackle line is anchor ear, the pulley on pulley column top, the wire rope capstan winch couples together and consists of a transmission mechanism.
To further improvement in the technical proposal: described tower bar bottom connects a base board flange, and base board flange is hinged by hinge and center Connection Block.
To further improvement in the technical proposal: described center Connection Block has upper and lower two flanges, is welded and fixed with pipe in the middle of the two, and evenly distributing on the pipe connects gusset in order to connect other component, connects with bolts between each component.
To further improvement in the technical proposal: described center Connection Block forms a firm triangular structure by two groups of back-to-back connecting angles and is connected with footing, and basic body has 3 groups of identical triangular structures and footing at least.
The utility model compared with prior art has following advantage and good effect:
In frozen soil and ice sheet area, can not or be not suitable for destroying the place of bearing surface, can directly be positioned over the utility model basis body on ground or the bearing surface, place concrete precast block with firmly at basic body; Can also spread base plate in the middle of basic body, enclose on every side with baffle plate, the bulk materials such as in-built stone, sand, earth are in order to firmly.Under general environment, both can be positioned on the ground, also can imbed underground.
The utility model purposes is wide, can be used for a plurality of industries such as new forms of energy, building, communication, military affairs; Its strong adaptability can adapt to the severe weather conditions such as the multiple geological conditions such as frozen soil, ice sheet, mountain region and high wind, has broken the tradition that generally adopts concrete foundation.The jacking system of tower bar has given tower bar institute erection equipment a kind of reliable protected mode.
Each component of the utility model are with bolts, are convenient to the dismounting transportation, also can not cause permanent pollution and destruction to environment.The utility model is storing and can be disassembled into part during transportation, can assemble when using at the scene and fixing in aggregates, installs, convenient transportation.
Description of drawings
Fig. 1 is the movably stereogram on combined steel basis of a kind of loaded for the tower bar of the utility model;
Fig. 2 is the movably front view on combined steel basis of a kind of loaded for the tower bar of the utility model;
Fig. 3 is the working state schematic representation of a kind of loaded for the tower bar of the utility model when movably combined steel basis is with base plate and baffle plate;
Fig. 4 is the working state schematic representation of a kind of loaded for the tower bar of the utility model when movably combined steel basis is without base plate and baffle plate.
Among the figure: 1, center Connection Block; 2, baffle plate; 3, base plate; 4, baffle plate retainer; 5, angle steel one; 6, angle steel two; 7, end junction plate; 8, angle steel three; 9, footing; 10, angle steel four; 11, lower connecting plate; 12, upper junction plate; 13, straight support angle steel; 14, diagonal brace angle steel; 15, flower basket bolt; 16, wire rope capstan winch; 17, wire rope; 18, pulley column; 19, assembly pulley; 20, shackle line; 21, hinge; 22 anchor ears.
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing the utility model is described in further detail:
A kind of loaded for the tower bar of the utility model is the embodiment on combined steel basis movably, comprise basic body, described basic body is included as center Connection Block 1, footing 9, the connecting angle that the tower bar provides support, described center Connection Block 1 is connected with footing 9 by connecting angle, and 9 of each footing are connected and fixed in aggregates with two angle steel.Center Connection Block 1 can be by pegging graft or bolt connects or the mode such as hinged is fixed on tower bar 24 on the basic body center Connection Block 1.Above-mentioned connecting angle comprises angle steel 38 and angle steel 4 10, and concrete structure is as follows:
As shown in Figure 1, a kind of loaded for the tower bar of the utility model is combined all-steel basis movably, and its basic body comprises a center Connection Block 1 and 8 footing 9.Center Connection Block 1 has upper and lower two flanges, is welded and fixed with pipe in the middle of upper flange and the lower flange, and evenly distributing on the pipe connects gusset in order to connect other parts.Upper flange is connected with the base board flange 23 of tower bar 24 lower ends and provides a support for tower bar 24.Center Connection Block 1 is connected with angle steel by angle steel 38 and 10 is formed a firm triangular structure and be connected with footing 9, and triangular structure is radially setting centered by center Connection Block 9.Described angle steel 38 and angle steel 4 10 are back-to-back form, and straight support angle steel 13 and diagonal brace angle steel 14 play a booster action for above-mentioned triangular structure, and it passes through upper junction plate 12 is connected with lower connecting plate respectively to be connected with angle steel with angle steel 38 and 10 is connected.9 of each footing are connected and fixed with angle steel 1 and angle steel 26 and form an integral body, and 26 in described angle steel 1 and angle steel are connected and fixed with end junction plate 7.Described basic body is all-steel polygon or circular configuration.Different according to basis heavy burden thing, baffle plate 2 and base plate 3 alternatives are installed on this steel basis, baffle plate retainer 4 places on the footing 9,2 on each baffle plate leans on described baffle plate retainer 4 to connect, base plate 3 is positioned over foundation bottom, rely on angle steel 38, angle steel 1 and angle steel 26 to support, make basic body form an open containers shape.Connect with bolts between each component.
As shown in Figure 2, a kind of loaded for the tower bar of the utility model is the jacking system of combined all-steel basis and tower bar movably, its jacking system is arranged on the above-mentioned center Connection Block 1, jacking system comprises pulley column 18, wire rope capstan winch 16, assembly pulley 19, shackle line 20, hinge 21, anchor ear 22, pulley column 18 tops arrange pulley, pulley column 18 bottoms are connected on the upper flange of center Connection Block 1, pulley column 18 tops connect with two wire rope 1, wire rope one 17 other ends are connected on the footing 9 on basis, flower basket bolt 15 is arranged in order to regulate length on the described wire rope 1, wire rope capstan winch 16 is fixed on the pulley column 18.Tower bar bottom connects a base board flange 23, and the base board flange 23 of tower bar 24 is articulated on the upper flange of center Connection Block 1 by hinge 21.Anchor ear 22 is fixed on the tower bar 24, and assembly pulley 19 1 ends are connected with pulley column 18 tops, and the other end is connected with anchor ear 22, and shackle line 20 is connected in series assembly pulley 19, the pulley on pulley column 18 tops, wire rope capstan winch 16 and connects into a transmission mechanism.
For example, what masthead was installed is a typhoon power generator, in the high wind situation, if do not fall the tower bar, is that blower fan or monopole tower bar all might be damaged.At this moment, operation wire rope capstan winch 16 can make tower bar 24 tilt to drop to level, has protected tower bar and wind-driven generator can not be damaged.
Such as Fig. 3, shown in Figure 1, after basic body of the present utility model is installed base plate 3, baffle plate 2 and baffle plate retainer 4, namely form an opening shape container, some common bulk materials 25 such as stone, sand, earth can be loaded onto in inside, to increase the stability on basis.
Such as Fig. 4, shown in Figure 1, when mounting base 3, baffle plate 2 and baffle plate retainer 4, available concrete precast block 26 is not positioned over basal perimeter to foundation of the present utility model, namely is positioned on angle steel 1 and the angle steel 26, to increase stability of foundation.
Certainly, above-mentioned explanation is not to be to restriction of the present utility model, and the utility model is not limited to above-mentioned giving an example; those skilled in the art; in essential scope of the present utility model, the variation of making, remodeling, interpolation or replacement all should belong to protection domain of the present utility model.
Claims (10)
1. a loaded that is used for the tower bar combined steel basis movably comprises basic body,
It is characterized in that, described basic body is included as center Connection Block, footing, the connecting angle that the tower bar provides support, and described center Connection Block is connected with footing by connecting angle, is connected and fixed in aggregates with two angle steel between each footing.
2. a kind of loaded for the tower bar according to claim 1 combined steel basis movably is characterized in that, installs base plate additional between the described connecting angle, installs baffle plate additional between the described footing, makes basic body form an open containers shape.
3. a kind of loaded for the tower bar according to claim 1 and 2 combined steel basis movably, it is characterized in that, described basic body is all-steel polygon or circular configuration, and firm fixed as heavy burden thing pressure with concrete precast block, stone, sand or soil on the basic body.
4. a kind of loaded for the tower bar according to claim 1 and 2 combined steel basis movably, it is characterized in that, on the described basic body tower bar and jacking system thereof are set, tower bar bottom and center Connection Block are hinged, described jacking system comprises the wire rope capstan winch, the pulley column, assembly pulley, anchor ear, pulley column top arranges pulley, the pulley column lower end is connected on the Connection Block of center, pulley column top connects with wire rope, the wire rope other end is connected on the footing on basis, the wire rope capstan winch is fixed on the pulley column, anchor ear is fixed on the tower bar, uses assembly pulley, shackle line is anchor ear, the pulley on pulley column top, the wire rope capstan winch couples together and consists of a transmission mechanism.
5. a kind of loaded for the tower bar according to claim 3 combined steel basis movably, it is characterized in that, on the described basic body tower bar and jacking system thereof are set, tower bar bottom and center Connection Block are hinged, described jacking system comprises the wire rope capstan winch, the pulley column, assembly pulley, shackle line, anchor ear, pulley column top arranges pulley, the pulley column lower end is connected on the Connection Block of center, pulley column top connects with wire rope, the wire rope other end is connected on the described footing, the wire rope capstan winch is fixed on the pulley column, anchor ear is fixed on the tower bar, uses assembly pulley, shackle line is anchor ear, the pulley on pulley column top, the wire rope capstan winch couples together and consists of a transmission mechanism.
6. a kind of loaded for the tower bar according to claim 5 combined steel basis movably is characterized in that, described tower bar bottom connects a base board flange, and base board flange is hinged by hinge and center Connection Block.
7. the loaded for the tower bar according to claim 1 and 2 combined steel basis movably, it is characterized in that, described center Connection Block has upper and lower two flanges, be welded and fixed with pipe in the middle of the two, evenly distributing on the pipe connects gusset in order to connect other component, connects with bolts between each component.
8. a kind of loaded for the tower bar according to claim 6 combined steel basis movably, it is characterized in that, described center Connection Block has upper and lower two flanges, be welded and fixed with pipe in the middle of the two, evenly distributing on the pipe connects gusset in order to connect other component, connects with bolts between each component.
9. a kind of loaded for the tower bar according to claim 1 and 2 combined steel basis movably, it is characterized in that, described center Connection Block forms a firm triangular structure by two groups of back-to-back connecting angles and is connected with footing, and basic body has 3 groups of identical triangular structures and footing at least.
10. a kind of loaded for the tower bar according to claim 8 combined steel basis movably, it is characterized in that, described center Connection Block forms a firm triangular structure by two groups of back-to-back connecting angles and is connected with footing, and basic body has 3 groups of identical triangular structures and footing at least.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220350909 CN202689024U (en) | 2012-07-19 | 2012-07-19 | Loaded type movable combined steel-made foundation used for tower pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220350909 CN202689024U (en) | 2012-07-19 | 2012-07-19 | Loaded type movable combined steel-made foundation used for tower pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689024U true CN202689024U (en) | 2013-01-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220350909 Expired - Fee Related CN202689024U (en) | 2012-07-19 | 2012-07-19 | Loaded type movable combined steel-made foundation used for tower pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202689024U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747743A (en) * | 2012-07-19 | 2012-10-24 | 安瑞基（青岛）风能设备工程有限公司 | Weight-bearing movable combined steel base for pole |
| WO2015061862A1 (en) * | 2013-10-29 | 2015-05-07 | Paulo Emmanuel De Abreu | Hybrid foundation for towers |
| CN104993420A (en) * | 2015-06-16 | 2015-10-21 | 国网山东昌乐县供电公司 | Line-construction light-duty spanning support |
| CN105369820A (en) * | 2015-12-02 | 2016-03-02 | 同济大学 | Prefabricated steel structure fan base |
| CN105781209A (en) * | 2016-05-09 | 2016-07-20 | 常熟风范电力设备股份有限公司 | Communication tower |
| CN108843518A (en) * | 2018-08-23 | 2018-11-20 | 三重能有限公司 | Wind power generating set and tower plate member pairing device |
| CN109577733A (en) * | 2018-11-29 | 2019-04-05 | 同济大学 | The lossless bracing means and its construction method of communication iron tower angle steel |
| CN112195949A (en) * | 2020-10-15 | 2021-01-08 | 河北晶通建筑科技股份有限公司 | Dry-type connected foundation beam and prefabricated house |
-
2012
- 2012-07-19 CN CN 201220350909 patent/CN202689024U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747743A (en) * | 2012-07-19 | 2012-10-24 | 安瑞基（青岛）风能设备工程有限公司 | Weight-bearing movable combined steel base for pole |
| WO2015061862A1 (en) * | 2013-10-29 | 2015-05-07 | Paulo Emmanuel De Abreu | Hybrid foundation for towers |
| CN104993420A (en) * | 2015-06-16 | 2015-10-21 | 国网山东昌乐县供电公司 | Line-construction light-duty spanning support |
| CN104993420B (en) * | 2015-06-16 | 2017-12-26 | 国网山东昌乐县供电公司 | Line construction is light-duty to cross over support |
| CN105369820A (en) * | 2015-12-02 | 2016-03-02 | 同济大学 | Prefabricated steel structure fan base |
| CN105781209A (en) * | 2016-05-09 | 2016-07-20 | 常熟风范电力设备股份有限公司 | Communication tower |
| CN108843518A (en) * | 2018-08-23 | 2018-11-20 | 三重能有限公司 | Wind power generating set and tower plate member pairing device |
| CN108843518B (en) * | 2018-08-23 | 2023-11-24 | 三一重能股份有限公司 | Wind generating set and tower barrel piece type component assembling device |
| CN109577733A (en) * | 2018-11-29 | 2019-04-05 | 同济大学 | The lossless bracing means and its construction method of communication iron tower angle steel |
| CN112195949A (en) * | 2020-10-15 | 2021-01-08 | 河北晶通建筑科技股份有限公司 | Dry-type connected foundation beam and prefabricated house |
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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: 20130123 Termination date: 20140719 |
|
| EXPY | Termination of patent right or utility model |