CN202064370U - Splicing type multi-ribbed-plate foundation structure - Google Patents
Splicing type multi-ribbed-plate foundation structure Download PDFInfo
- Publication number
- CN202064370U CN202064370U CN2011201483650U CN201120148365U CN202064370U CN 202064370 U CN202064370 U CN 202064370U CN 2011201483650 U CN2011201483650 U CN 2011201483650U CN 201120148365 U CN201120148365 U CN 201120148365U CN 202064370 U CN202064370 U CN 202064370U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- foundation structure
- foundation
- plate
- concrete
- 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
Images
Abstract
The utility model relates to a splicing type multi-ribbed-plate foundation structure. The foundation structure comprises a foundation slab arranged on a concrete cushion, a foundation central cylinder is arranged above the middle part of the foundation slab and is composed of concrete and a self-locking structure arranged in the concrete, a plurality of prefabricated splicing ribbed plates are arranged on the foundation slab, a plurality of prefabricated parts are arranged on the cylinder wall of the foundation central cylinder and are arranged around the cylinder wall, and the prefabricated splicing ribbed plates are connected with the prefabricated parts. A connecting beam is not used in the splicing type multi-ribbed-plate foundation structure to facilitate construction; when a self-locking system is used for a wind driven generator, the impact on the foundation structure is reduced when a fan operates and oscillates, and the foundation structure is more reliably connected when operating; the prefabricated parts can be used as formworks as well as structural parts of the foundation during the construction process, and the prefabricated structure can ensure that the construction schedule can be greatly improved.
Description
Technical field
The utility model relates to a kind of foundation structure, relates in particular to a kind of spliced many fin-plate types foundation structure.
Background technology
Existing many fin-plate types foundation structure applies tie-beam in the middle of adopting floor, adopts cast-in-place structural simultaneously, and this structure will exert an influence to this foundation structure when fan operation produces vibration when being used on the blower fan, is not very firm when making its operation.
The utility model content
The utility model provides a kind of spliced many fin-plate types foundation structure at existing many fin-plate types foundation structure above shortcomings.
The technical scheme that the utility model solves the problems of the technologies described above is as follows: a kind of spliced many fin-plate types foundation structure comprises the sole plate that is arranged on the concrete cushion, the top, middle part of described sole plate is provided with the base center tube, described base center tube is made up of concrete and the self-locking structure that is arranged in the concrete, described sole plate is provided with a plurality of prefabricated splicing floors, the barrel of described base center tube is provided with a plurality of prefabricated components, described prefabricated component is around the barrel setting, and described prefabricated splicing floor is connected on the prefabricated component.
On the basis of technique scheme, the utility model can also be done following improvement.
Further, described a plurality of prefabricated splicing floor is that the center is symmetrically distributed on the sole plate with the base center tube.
Further, described prefabricated component is provided with reinforcing bar, and described prefabricated splicing floor is fixed on the prefabricated component by reinforcing bar.
Further, described sole plate is provided with reinforcing bar, and described prefabricated splicing floor is fixed on the sole plate by reinforcing bar.
Further, described concrete cushion is shaped as circle.
Further, described self-locking structure comprises screw rod, wears the nut and the pad of described screw rod, described pad is arranged at the below of nut, the bottom of described screw rod is provided with fixedly base ring, has screw thread on the described screw rod, and the screw thread on the described screw rod is the circular arc screw thread of 360 degree continuity rotations.
The beneficial effects of the utility model are: the spliced many fin-plate types foundation structure of the utility model does not adopt tie-beam, even stress system changes, also be convenient to construction, when being used on the wind-driven generator by self-locking system, vibration is for the influence of this foundation structure in the time of can reducing fan operation, more firm connection during operation; Prefabricated component can either can use as the structural member on basis again as template in work progress, and the structure of prefabricated can significantly improve construction speed, reduces the steel concrete consumption.
Description of drawings
Fig. 1 is the structural representation of the spliced many fin-plate types foundation structure of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing principle of the present utility model and feature are described, institute gives an actual example and only is used to explain the utility model, is not to be used to limit scope of the present utility model.
As shown in Figure 1, described spliced many fin-plate types foundation structure comprises the sole plate 1 that is arranged on the concrete cushion, the top, middle part of described sole plate 1 is provided with base center tube 3, described base center tube 3 is made up of concrete and the self-locking structure that is arranged in the concrete, described sole plate 1 is provided with a plurality of prefabricated splicing floors 2, the barrel of described central tube 3 is provided with a plurality of prefabricated components 4, and described prefabricated component 4 is around the barrel setting, and described prefabricated splicing floor 2 is connected on the prefabricated component 4.Described a plurality of prefabricated splicing floor 2 is that the center is symmetrically distributed on the sole plate 1 with base center tube 3.Be equipped with reinforcing bar on described prefabricated component 4 and the sole plate 1, described prefabricated splicing floor 2 is fixed on prefabricated component 4 and the sole plate 1 by reinforcing bar.Described concrete cushion be shaped as circle.Described self-locking structure comprises screw rod, wore the nut and the pad of described screw rod, described pad is arranged at the below of nut, and the bottom of described screw rod is provided with fixedly base ring, have screw thread on the described screw rod, the screw thread on the described screw rod is the circular arc screw thread of 360 degree continuity rotations.
The utility model adopts self-locking structure with wind power generation stepped head tower pin and being connected of spliced many fin-plate types foundation structure, can guarantee that greater security reduces base concrete consumption, convenient construction simultaneously.
The above only is preferred embodiment of the present utility model, and is in order to restriction the utility model, not all within spirit of the present utility model and principle, any modification of being done, is equal to replacement, improvement etc., all should be included within the protection domain of the present utility model.
Claims (6)
1. spliced many fin-plate types foundation structure, it is characterized in that, described foundation structure comprises the sole plate that is arranged on the concrete cushion, the top, middle part of described sole plate is provided with the base center tube, described base center tube is made up of concrete and the self-locking structure that is arranged in the concrete, described sole plate is provided with a plurality of prefabricated splicing floors, the barrel of described base center tube is provided with a plurality of prefabricated components, described prefabricated component is around the barrel setting, and described prefabricated splicing floor is connected on the prefabricated component.
2. spliced many fin-plate types foundation structure according to claim 1 is characterized in that, described a plurality of prefabricated splicing floors are that the center is symmetrically distributed on the sole plate with the base center tube.
3. spliced many fin-plate types foundation structure according to claim 1 is characterized in that described prefabricated component is provided with reinforcing bar, and described prefabricated splicing floor is fixed on the prefabricated component by reinforcing bar.
4. spliced many fin-plate types foundation structure according to claim 1 is characterized in that described sole plate is provided with reinforcing bar, and described prefabricated splicing floor is fixed on the sole plate by reinforcing bar.
5. spliced many fin-plate types foundation structure according to claim 1 is characterized in that, described concrete cushion be shaped as circle.
6. spliced many fin-plate types foundation structure according to claim 1, it is characterized in that, described self-locking structure comprises screw rod, wore the nut and the pad of described screw rod, described pad is arranged at the below of nut, the bottom of described screw rod is provided with fixedly base ring, has screw thread on the described screw rod, and the screw thread on the described screw rod is the circular arc screw thread of 360 degree continuity rotations.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201483650U CN202064370U (en) | 2011-05-11 | 2011-05-11 | Splicing type multi-ribbed-plate foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201483650U CN202064370U (en) | 2011-05-11 | 2011-05-11 | Splicing type multi-ribbed-plate foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202064370U true CN202064370U (en) | 2011-12-07 |
Family
ID=45058236
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201483650U Expired - Fee Related CN202064370U (en) | 2011-05-11 | 2011-05-11 | Splicing type multi-ribbed-plate foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202064370U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2388161A1 (en) * | 2012-06-06 | 2012-10-09 | Sektor Ingeniería, Sll | Ribbed foundation of superstructures and procedure of realization of the foundations (Machine-translation by Google Translate, not legally binding) |
| CN106320357A (en) * | 2016-08-18 | 2017-01-11 | 山东鲁野钢结构工程有限公司 | Steel structure foundation one-time-forming mold |
-
2011
- 2011-05-11 CN CN2011201483650U patent/CN202064370U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2388161A1 (en) * | 2012-06-06 | 2012-10-09 | Sektor Ingeniería, Sll | Ribbed foundation of superstructures and procedure of realization of the foundations (Machine-translation by Google Translate, not legally binding) |
| CN106320357A (en) * | 2016-08-18 | 2017-01-11 | 山东鲁野钢结构工程有限公司 | Steel structure foundation one-time-forming mold |
| CN106320357B (en) * | 2016-08-18 | 2018-07-10 | 山东鲁野钢结构工程有限公司 | A kind of one-time formed mold of steel structure base |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202152463U (en) | Foundation pressure-bearing beam plate type wind power generation tower foundation | |
| CN102966115A (en) | Foundation of wind-driven generator unit | |
| CN103114604A (en) | Prestressed concrete tubular type wind generating set foundation | |
| CN202073109U (en) | Post tensioned prestressing cylinder infrastructure | |
| CN202064370U (en) | Splicing type multi-ribbed-plate foundation structure | |
| CN204858400U (en) | Slope shaft tower unscrambler | |
| CN202064369U (en) | Multi-ribbed-slab type foundation structure | |
| CN202543787U (en) | Structure for increasing section, resisting earthquake and strengthening pier | |
| CN204703071U (en) | High pier constructing tie beam device | |
| CN204226126U (en) | The improved-type blower foundation ring of a kind of variation rigidity anchoring | |
| CN202055602U (en) | Multi-functional emergency iron tower foundation for power transmission lines | |
| CN203947487U (en) | Wind turbine tower basis prestressing force crab-bolt | |
| CN206220114U (en) | A kind of eight High-Rise Pile Cap Foundations | |
| CN203939040U (en) | A kind of tower foundation for wind-power electricity generation precast concrete pylon | |
| CN202001787U (en) | Detachable ground anchor of tower crane | |
| CN202467197U (en) | Lateral inclined strut device for wall/column template | |
| CN203007973U (en) | Combined type tower crane foundation | |
| CN207795460U (en) | Muscle and anchor bolt levelling device are worn with prestressing force in a kind of concrete tower high-altitude | |
| CN208023838U (en) | A kind of novel Self-resetting energy consumption steel column foot connection structure | |
| CN201785779U (en) | Reinforcing apparatus of the turbine pedestal beam in heat power plant | |
| CN203412289U (en) | Combined drawbar for template | |
| CN203716519U (en) | Carbon fiber cloth tensioning device for strengthening and treatment of concrete column | |
| CN203257109U (en) | Portable cast-in-place floor concrete pouring overhead walk way | |
| CN204024188U (en) | A kind of concrete pylon external prestressing anchor Shu Pingheng screw stretching anchor device | |
| CN202148495U (en) | Anchoring structure for reinforcing bracket of T-shaped steel bridge by adopting external prestressing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: BEIJING ZHONGSHUI XINNENG ENGINEERING TECHNOLOGY C Free format text: FORMER OWNER: BEIJING ZSHX ENVIRONMENT TECHNOLOGY DEVELOPMENT CO., LTD. Effective date: 20141204 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100012 CHAOYANG, BEIJING TO: TONGZHOU, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20141204 Address after: Beijing Tongzhou District Economic Development Zone, beautiful East Street 253 Patentee after: Beijing Zhongshui Xinneng Engineering Technology Co., Ltd. Address before: 100012 officeB1305, room 13, Beiyuan Road, Beijing, Chaoyang District Patentee before: Beijing ZSHX Environment Technology Development Co., Ltd. |
|
| 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: 20111207 Termination date: 20170511 |