CN201339197Y - Self-pressure tower tube base - Google Patents
Self-pressure tower tube base Download PDFInfo
- Publication number
- CN201339197Y CN201339197Y CNU2008203032964U CN200820303296U CN201339197Y CN 201339197 Y CN201339197 Y CN 201339197Y CN U2008203032964 U CNU2008203032964 U CN U2008203032964U CN 200820303296 U CN200820303296 U CN 200820303296U CN 201339197 Y CN201339197 Y CN 201339197Y
- Authority
- CN
- China
- Prior art keywords
- base
- barrel base
- ballast
- tower barrel
- wall
- 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 - Fee Related
Links
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 239000000463 material Substances 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000002893 slag Substances 0.000 claims description 12
- 239000011150 reinforced concrete Substances 0.000 claims description 6
- 238000009933 burial Methods 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 4
- 210000001370 Mediastinum Anatomy 0.000 claims description 3
- 239000011449 brick Substances 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- OAICVXFJPJFONN-UHFFFAOYSA-N phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims description 3
- 229910052698 phosphorus Inorganic materials 0.000 claims description 3
- 239000011574 phosphorus Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 239000002699 waste material Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 11
- 238000005192 partition Methods 0.000 abstract 2
- 230000005484 gravity Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- -1 polyphenyl plate Substances 0.000 description 1
Abstract
The utility model relates to a self-pressure tower tube base, wherein the upper portion of the tower tube base is connected with a tower tube, and the tower tube base is provided with a multi-chamber armored concrete box base formed by a top board, a bottom board, a lateral partition wall, a vertical partition wall, an inner tube wall and an outer tube wall, wherein the lower surface of the top board is provided with a bottom module, pressure materials are filled in each chamber, and the inner tube wall and the outer tube wall are in circular shapes or polygonal shapes. The self-pressure tower tube base leads the gravity center of the whole structure to shift down, which has excellent stability, better load-carrying capability and higher rigidity compared with an original independent base, increases horizontal lateral pressure, is beneficial for preventing the base from horizontally moving laterally, reduces the usage of armored concrete, and saves cost. Pressure materials can be used as the bottom module of the top board after flattening and compacting, which not only save materials, but also are convenient for construction, and are more environmental-friendly, and big-volume concrete construction can be changed into small-volume concrete construction, and the self-pressure tower tube base can prevent cracks generated by construction temperature and stress, and is suitable for a wind-driven generator group or tower tube bases of other buildings.
Description
Technical field
The utility model belongs to geotechnical engineering and technical field of structural engineering, relates to a kind of tower barrel base of wind power generating set.
Background technology
In the towering structure such as existing wind power engineering, the basis is generally the single footing, and its diameter can reach 19m, height can reach more than the 3m, and it is good inadequately to have a stress performance, the cost height, volume is big, easily produces distress in concrete, long construction period, constructional difficulties, poor stability, shortcomings such as not environmental protection.
The utility model content
In order to overcome the deficiencies in the prior art, it is a kind of from the ballast tower barrel base that the utility model provides, the basic stress performance that solves towering structures such as traditional wind power engineering is good inadequately, the cost height, volume is big, easily produces distress in concrete, long construction period, constructional difficulties, poor stability, the technical problem of not environmental protection.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of from the ballast tower barrel base, its tower barrel base is the reinforced concrete structure that links to each other with the tower tube, it is characterized in that: tower barrel base is formed multi-cavity chamber reinforced concrete box base by top board, base plate, cross wall, mediastinum wall, inner core wall and urceolus wall, the soffit of top board has bed die, is filled with the ballast material in each chamber.
Described inner core wall and urceolus wall can be circle or polygon.
Described ballast material can be any one or a few the mixture in sand, plain soil, cobble, rubble, slag, slag, phosphorus slag, alkaline residue, gangue, metallurgical slag, building waste, the dirt.
The material of bed die can be steel concrete, plain concrete, cement mortar, plastics, polyphenyl plate or brick.
Described tower barrel base can be that built-in fitting connects, plug-in type connects, direct burial connects or steel concrete directly connects with being connected of tower tube.
Described inner core can have built-in fitting within the walls, and the upper end of built-in fitting is passed top board and fixedlyed connected with the tower tube.
Described built-in fitting can be welded by the built-in fitting top board at vertical reinforcement and top.
Described inner core can have direct-burried spare within the walls, and the upper end of direct-burried spare is passed top board and fixedlyed connected with the tower tube.
The peg that described direct-burried spare is fixedlyed connected with vertical steel plate both sides by vertical steel plate is formed by connecting.
The beneficial effects of the utility model are as follows:
1, the utility model stress performance is better, and rigidity has been improved in more former single footing, has increased horizontal side pressure, helps preventing the horizontal sidesway on basis.
2, the utility model has reduced the steel concrete consumption, has saved cost.
3, adopt the utility model in construction, variable mass concrete construction is the small size concrete construction, and can prevent the crack that construction temperature stress produces.
4, but the bed die of double as top board after the smooth compacting of ballast material in the utility model had both been saved material, was convenient to construction again.
5, the utility model makes the down-shift of working center of total, good stability.
6, the utility model environmental protection more.
The utility model is applicable to the tower barrel base of wind power generating set or other building.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the plan structure schematic diagram of the utility model embodiment one.
Fig. 2 is an A-A generalized section among Fig. 1.
Fig. 3 is the plan structure schematic diagram of the utility model embodiment two.
Fig. 4 is a B-B generalized section among Fig. 3.
Fig. 5 is the connection diagram that built-in fitting connects.
Fig. 6 is the connection diagram that direct burial connects.
Fig. 7 is the direct-connected connection diagram of steel concrete.
Reference numeral: 1-tower tube, 2-top board, 3-base plate, 4-ballast material, 5-cross wall, 6-mediastinum wall, 7-inner core wall, 8-urceolus wall, 9-built-in fitting, the vertical steel plate of 10-, 11-peg, 12-bed die.
The specific embodiment
Embodiment one is referring to Fig. 1, shown in Figure 2, this from the ballast tower barrel base, its tower barrel base is the reinforced concrete structure that links to each other with tower tube 1, tower barrel base is formed multi-cavity chamber reinforced concrete box base by top board 2, base plate 3, cross wall 5, mediastinum wall 6, inner core wall 7 and urceolus wall 8, be filled with ballast material 4 in each chamber, its ballast material 4 is any one or a few the mixture in sand, plain soil, cobble, rubble, slag, slag, phosphorus slag, alkaline residue, gangue, metallurgical slag, building waste, the dirt.Built-in fitting 9 is arranged in the inner core wall 7, and the upper end of built-in fitting 9 is passed top board 2 and is fixedlyed connected with tower tube 1.Inner core wall 7 and urceolus wall 8 are circular.
But the bed die of double as top board after the smooth compacting of ballast material in the utility model, the material of bed die can be the closely knit ballast material such as plain concrete, cement mortar, plastics, polyphenyl plate, brick or the composition of above-mentioned material.
Embodiment two is referring to Fig. 3, shown in Figure 4, and described inner core wall 7 and urceolus wall 8 are rectangle.
From the needs of ballast tower barrel base, multiple job practices is arranged according to the engineering function.
Described tower barrel base can be that built-in fitting connects, plug-in type connects, direct burial connects or steel concrete directly connects with being connected of tower tube 1.
Tower barrel base can be connected by built-in fitting with the tower tube, and referring to Fig. 5, built-in fitting 9 is welded by the built-in fitting top board at vertical reinforcement and top, and the upper end of built-in fitting 9 is passed top board 2 and fixedlyed connected with tower tube 1.Referring to Fig. 6, tower barrel base is connected to direct burial with the tower tube and is connected, and the peg 11 that direct-burried spare is fixedlyed connected with vertical steel plate 10 both sides by the vertical steel plate of burying underground in the inner core wall 7 10 is formed by connecting, and the upper end of vertical steel plate 10 is passed top board 2, fixedlyed connected with tower tube 1.
Tower barrel base also can be connected for plug-in type with the tower tube.
Referring to Fig. 7, it can also be the direct connected mode of steel concrete that tower barrel base is connected with the tower tube.
Claims (9)
1. one kind from the ballast tower barrel base, its tower barrel base is the reinforced concrete structure that links to each other with tower tube (1), it is characterized in that: tower barrel base is formed multi-cavity chamber reinforced concrete box base by top board (2), base plate (3), cross wall (5), mediastinum wall (6), inner core wall (7) and urceolus wall (8), the soffit of top board (2) has bed die (12), is filled with ballast material (4) in each chamber.
2. according to claim 1 from the ballast tower barrel base, it is characterized in that: described inner core wall (7) and urceolus wall (8) are circle or polygon.
3. according to claim 1 and 2 from the ballast tower barrel base, it is characterized in that: described ballast material (4) is any one or a few the mixture in sand, plain soil, cobble, rubble, slag, slag, phosphorus slag, alkaline residue, gangue, metallurgical slag, building waste, the dirt.
4. according to claim 3 from the ballast tower barrel base, it is characterized in that: the material of bed die (12) is steel concrete, plain concrete, cement mortar, plastics, polyphenyl plate or brick.
5. according to claim 3 from the ballast tower barrel base, it is characterized in that: described tower barrel base is that built-in fitting connects, plug-in type connects, direct burial connects or steel concrete directly connects with being connected of tower tube (1).
6. according to claim 3 from the ballast tower barrel base, it is characterized in that: built-in fitting (9) is arranged in the described inner core wall (7), and the upper end of built-in fitting (9) is passed top board (2) and fixedlyed connected with tower tube (1).
7. according to claim 6 from the ballast tower barrel base, it is characterized in that: described built-in fitting (9) is welded by the built-in fitting top board at vertical reinforcement and top.
8. according to claim 6 from the ballast tower barrel base, it is characterized in that: in the described inner core wall (7) direct-burried spare is arranged, and the upper end of direct-burried spare is passed top board (2) and fixedlyed connected with tower tube (1).
9. according to claim 8 from the ballast tower barrel base, it is characterized in that: the peg (11) that described direct-burried spare is fixedlyed connected with vertical steel plate (10) both sides by vertical steel plate (10) is formed by connecting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203032964U CN201339197Y (en) | 2008-12-10 | 2008-12-10 | Self-pressure tower tube base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203032964U CN201339197Y (en) | 2008-12-10 | 2008-12-10 | Self-pressure tower tube base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201339197Y true CN201339197Y (en) | 2009-11-04 |
Family
ID=41234742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008203032964U Expired - Fee Related CN201339197Y (en) | 2008-12-10 | 2008-12-10 | Self-pressure tower tube base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201339197Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296629A (en) * | 2011-07-19 | 2011-12-28 | 中国水电顾问集团中南勘测设计研究院 | Tower-drum structure suitable for ocean engineering and installation method thereof |
| CN104018516A (en) * | 2014-06-13 | 2014-09-03 | 江苏省电力设计院 | Power transmission line concrete cast-in-situ sand core gravity type foundation in desert area |
| CN104350207A (en) * | 2012-06-05 | 2015-02-11 | 查尔斯·考尔德·布雷 | Modular foundation resistant to ground movement |
| CN105155573A (en) * | 2015-07-02 | 2015-12-16 | 同济大学建筑设计研究院(集团)有限公司 | Offshore wind turbine barrel-in-barrel foundation |
| CN106320364A (en) * | 2015-06-26 | 2017-01-11 | 安徽庞源机械工程有限公司 | Ballasting type gravel foundation |
| CN106760890A (en) * | 2017-02-28 | 2017-05-31 | 德阳市恒达灯具制造有限公司 | Pedestal and the integrated anti-theft base station using the pedestal |
| CN110953125A (en) * | 2019-12-17 | 2020-04-03 | 湘电风能有限公司 | Prefabricated polygonal prestressed concrete tower cylinder and manufacturing mold of cylinder sections thereof |
| CN112279038A (en) * | 2020-11-26 | 2021-01-29 | 江西省丰和泰重工科技有限公司 | Windproof construction elevator base |
| CN112726650A (en) * | 2019-10-14 | 2021-04-30 | 柳红滨 | Basement anti-floating structure and construction method thereof |
| CN113026802A (en) * | 2021-03-31 | 2021-06-25 | 中国中材国际工程股份有限公司 | Concrete equipment foundation for vertical mill and construction method thereof |
-
2008
- 2008-12-10 CN CNU2008203032964U patent/CN201339197Y/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296629A (en) * | 2011-07-19 | 2011-12-28 | 中国水电顾问集团中南勘测设计研究院 | Tower-drum structure suitable for ocean engineering and installation method thereof |
| CN102296629B (en) * | 2011-07-19 | 2013-07-03 | 中国水电顾问集团中南勘测设计研究院 | Tower-drum structure suitable for ocean engineering and installation method thereof |
| CN104350207A (en) * | 2012-06-05 | 2015-02-11 | 查尔斯·考尔德·布雷 | Modular foundation resistant to ground movement |
| CN104018516A (en) * | 2014-06-13 | 2014-09-03 | 江苏省电力设计院 | Power transmission line concrete cast-in-situ sand core gravity type foundation in desert area |
| CN106320364A (en) * | 2015-06-26 | 2017-01-11 | 安徽庞源机械工程有限公司 | Ballasting type gravel foundation |
| CN105155573A (en) * | 2015-07-02 | 2015-12-16 | 同济大学建筑设计研究院(集团)有限公司 | Offshore wind turbine barrel-in-barrel foundation |
| CN106760890A (en) * | 2017-02-28 | 2017-05-31 | 德阳市恒达灯具制造有限公司 | Pedestal and the integrated anti-theft base station using the pedestal |
| CN112726650A (en) * | 2019-10-14 | 2021-04-30 | 柳红滨 | Basement anti-floating structure and construction method thereof |
| CN110953125A (en) * | 2019-12-17 | 2020-04-03 | 湘电风能有限公司 | Prefabricated polygonal prestressed concrete tower cylinder and manufacturing mold of cylinder sections thereof |
| CN112279038A (en) * | 2020-11-26 | 2021-01-29 | 江西省丰和泰重工科技有限公司 | Windproof construction elevator base |
| CN113026802A (en) * | 2021-03-31 | 2021-06-25 | 中国中材国际工程股份有限公司 | Concrete equipment foundation for vertical mill and construction method thereof |
| CN113026802B (en) * | 2021-03-31 | 2022-07-01 | 中国中材国际工程股份有限公司 | Concrete equipment foundation for vertical mill and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091104 Termination date: 20161210 |