CN204139647U - A kind of whole building whirligig - Google Patents
A kind of whole building whirligig Download PDFInfo
- Publication number
- CN204139647U CN204139647U CN201420446210.9U CN201420446210U CN204139647U CN 204139647 U CN204139647 U CN 204139647U CN 201420446210 U CN201420446210 U CN 201420446210U CN 204139647 U CN204139647 U CN 204139647U
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- building
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 238000011065 in-situ storage Methods 0.000 claims abstract description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of whole building whirligig, is applicable to whole building middle use in rotary moving.Comprise cast-in-situ concrete slab basis, axis of rotation, level underpin framework, center of rotation, movable reaction support, hydraulic jack, roller bearing, rotary building.Cast-in-situ concrete slab basis is positioned at the bottom needing rotary building; Axis of rotation is cast in cast-in-situ concrete slab basis; Level underpins framework and is arranged on rotary building bottom, comprises skewed horizontal load between walking beam and walking beam; Center of rotation is positioned at the geometric center that level underpins framework, and movable reaction support is made up of steel pipe post, shoulder pole girder, wedge shape steel cushion block and shaped steel cushion block; Movable reaction support is arranged on both sides, building long limit, and hydraulic jack support activity reaction support pushing tow building rotates around axis of rotation.The utility model economical rationality, safe and reliable, advanced technology, can safety, accurately, reliably carry out in rotary moving to building.
Description
Technical field
The utility model relates to a kind of whole building whirligig, is particularly useful in whole building middle use in rotary moving.
Background technology
At present, known building integrated translation method is generally move according to the vertical or horizontal of building.But sometimes need building to be rotated, to meet requirement of engineering.Its technical sophistication, therefore, for the building needing to rotate, is badly in need of working out a kind of whole building whirligig, enable building fast fast carry out in rotary moving.
Summary of the invention
For above-mentioned prior art Problems existing, the utility model provides a kind of structure simple, the whole building whirligig of faster adjustment direction of building.
To achieve these goals, whole building whirligig of the present utility model, it comprises rotating basis and two hydraulic jack, described rotating basis comprises the concrete large slab basis being located at and needing to cast below rotary building, concrete large slab basis and need to be provided with level between rotary building and underpin framework, level underpins the many roller bearings being provided with between framework and concrete large slab basis and arranging according to direction of rotation, described level underpins the walking beam that framework comprises groined type distribution and the skewed horizontal load be arranged between walking beam, the center of rotation place that level underpins framework is provided with the cross wise reinforcement concrete diagonal brace for reinforcing, cross wise reinforcement concrete diagonal brace center has hole, the axis of rotation be connected with concrete large slab basis is provided with in hole, the head side of described two hydraulic jack is against the both sides, front and back needing rotary building respectively, the afterbody of hydraulic jack is provided with movable reaction support, described movable reaction support comprises the shaped steel cushion block that order is located at hydraulic jack afterbody, wedge shape steel cushion block and shoulder pole girder, the many steel pipe posts inserted in concrete large slab basis are provided with after shoulder pole girder.
Described axis of rotation is made up of φ 200 × 10 steel pipe, is cast in cast-in-situ concrete slab basis; Described walking beam is formed by concreting, and skewed horizontal load is made up of φ 200 × 10 steel pipe; Described hole diameter is greater than axis of rotation more than diameter 100mm; Described shoulder pole girder is processed by 20#A i iron.
Beneficial effect: the utility model large plate base uses axis of rotation to be connected with level underpin framework by rotating at concrete, and use hydraulic jack pushing tow level to underpin framework, thus realize by the level of being located at, the building underpined on framework rotates around center of rotation in original place, employ movable reaction support at hydraulic jack rear simultaneously, the convenient adjustment position of hydraulic jack and the direction of jacking force, thus original building safety can be made, accurately, reliably building is rotated, its structure is simple, reliability is high, the labour intensity of workman is low, implement simple, be specially adapted to the building needing to carry out rotating.
Accompanying drawing explanation
Fig. 1 is the utility model whole building whirligig schematic diagram;
Fig. 2 is the utility model whole building whirligig lateral view;
Fig. 3 is that the utility model level underpins framework and center of rotation arrangement diagram.
In figure, 1, concrete large slab rotating basis; 2, axis of rotation; 3, level underpins framework; 4, center of rotation; 5, movable reaction support; 6, hydraulic jack; 7, roller bearing; 8, rotary building; 9, walking beam; 10, skewed horizontal load; 11, steel concrete diagonal brace; 12, large plate base hole; 13, steel pipe post; 14, shoulder pole girder; 15, wedge shape steel cushion block; 16, shaped steel cushion block.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As depicted in figs. 1 and 2, whole building whirligig of the present utility model comprises rotating basis and two hydraulic jack 6, described rotating basis comprises the concrete large slab basis 1 being located at and needing casting below rotary building 8, concrete large slab basis 1 and need to be provided with level between rotary building 8 and underpin framework 3, level underpins the many roller bearings 7 being provided with between framework 3 and concrete large slab basis 1 and arranging according to direction of rotation, as shown in Figure 3, described level underpins the walking beam 9 that framework 3 comprises groined type distribution and the skewed horizontal load 10 be arranged between walking beam 9, described walking beam 9 is formed by concreting, between walking beam, skewed horizontal load 10 is made up of φ 200 × 10 steel pipe, center of rotation 4 place that level underpins framework 3 is provided with the cross wise reinforcement concrete diagonal brace 11 for reinforcing, cross wise reinforcement concrete diagonal brace 11 geometric center has hole 12, the axis of rotation 2 be connected with concrete large slab basis 1 is provided with in hole 12, described hole 12 diameter is greater than axis of rotation 2 more than diameter 100mm, described axis of rotation 2 is made up of φ 200 × 10 steel pipe, be cast in cast-in-situ concrete slab basis 1, the head side of described two hydraulic jack 6 is against the both sides, front and back needing rotary building 8 respectively, the afterbody of hydraulic jack 6 is provided with movable reaction support 5, described movable reaction support 5 comprises the shaped steel cushion block 16, wedge shape steel cushion block 15 and the shoulder pole girder 14 that are sequentially located at hydraulic jack 6 afterbody, described shaped steel cushion block (16) rear is provided with wedge shape steel cushion block (15), wedge shape steel cushion block (15) rear is provided with shoulder pole girder (14), be provided with the many steel pipe posts 13 inserted in concrete large slab basis 1 after shoulder pole girder 14, described shoulder pole girder 14 is processed by 20#A i iron.
The shaped steel cushion block 16 of described hydraulic jack 6 one end support activity reaction support 5, other end pushing tow level underpins framework 3 makes rotary building 8 rotate, between shoulder pole girder 14 and shaped steel cushion block 16, wedge shape steel cushion block 15 is added after rotating to an angle, pushing tow again, take off wedge shape steel cushion block after again rotating to an angle and reset movable reaction support, so repeatedly, until building rotates the position to needing.
The utility model whole building whirligig, its structure is simple, and economical rationality is safe and reliable, can safety, reliably carry out in rotary moving to building, work plane when reducing curvilinear translation and work difficulty.
Claims (5)
1. a whole building whirligig, it is characterized in that: it comprises rotating basis and two hydraulic jack (6), described rotating basis comprises the concrete large slab basis (1) being located at and needing the casting of rotary building (8) below, concrete large slab basis (1) and need to be provided with level between rotary building (8) and underpin framework (3), level underpins the many roller bearings (7) being provided with between framework (3) and concrete large slab basis (1) and arranging according to direction of rotation, described level underpins the walking beam (9) that framework (3) comprises groined type distribution and the skewed horizontal load (10) be arranged between walking beam (9), center of rotation (4) place that level underpins framework (3) is provided with the cross wise reinforcement concrete diagonal brace (11) for reinforcing, cross wise reinforcement concrete diagonal brace (11) center has hole (12), the axis of rotation (2) be connected with concrete large slab basis (1) is provided with in hole (12), the head side of described two hydraulic jack (6) is against the both sides, front and back needing rotary building (8) respectively, the afterbody of hydraulic jack (6) is provided with movable reaction support (5), described movable reaction support (5) comprises the shaped steel cushion block (16) that order is located at hydraulic jack (6) afterbody, wedge shape steel cushion block (15) and shoulder pole girder (14), the many steel pipe posts (13) inserted in concrete large slab basis (1) are provided with after shoulder pole girder (14).
2. whole building whirligig according to claim 1, is characterized in that: described axis of rotation (2) is made up of φ 200 × 10 steel pipe, is cast in cast-in-situ concrete slab basis (1).
3. whole building whirligig according to claim 1, is characterized in that: described walking beam (9) is formed by concreting, and skewed horizontal load (10) is made up of φ 200 × 10 steel pipe.
4. whole building whirligig according to claim 1, is characterized in that: described hole (12) diameter is greater than axis of rotation (2) more than diameter 100mm.
5. whole building whirligig according to claim 1, is characterized in that: described shoulder pole girder (14) is processed by 20#A i iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420446210.9U CN204139647U (en) | 2014-08-08 | 2014-08-08 | A kind of whole building whirligig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420446210.9U CN204139647U (en) | 2014-08-08 | 2014-08-08 | A kind of whole building whirligig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204139647U true CN204139647U (en) | 2015-02-04 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420446210.9U Expired - Fee Related CN204139647U (en) | 2014-08-08 | 2014-08-08 | A kind of whole building whirligig |
Country Status (1)
| Country | Link |
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| CN (1) | CN204139647U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569374A (en) * | 2015-12-28 | 2016-05-11 | 郑州思辩科技有限公司 | Near-remote distance comprehensive transfer placing system for building |
| CN106223641A (en) * | 2016-07-25 | 2016-12-14 | 河海大学 | The power direction adjusting apparatus of a kind of building integral-rotation translation and installation and construction method |
| CN106836949A (en) * | 2017-01-23 | 2017-06-13 | 中国能源建设集团北京电力建设公司 | Large scale equipment rotary construction method |
| CN110499930A (en) * | 2019-09-09 | 2019-11-26 | 河南文博建设工程有限公司 | A kind of step-by-step movement building translating device |
| CN111395797A (en) * | 2020-03-25 | 2020-07-10 | 上海建工一建集团有限公司 | Building displacement device, system and construction method |
| CN115341786A (en) * | 2022-08-12 | 2022-11-15 | 广州市鲁班建筑科技集团股份有限公司 | Method for integrally moving and steering cannon building |
-
2014
- 2014-08-08 CN CN201420446210.9U patent/CN204139647U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569374A (en) * | 2015-12-28 | 2016-05-11 | 郑州思辩科技有限公司 | Near-remote distance comprehensive transfer placing system for building |
| CN106223641A (en) * | 2016-07-25 | 2016-12-14 | 河海大学 | The power direction adjusting apparatus of a kind of building integral-rotation translation and installation and construction method |
| CN106223641B (en) * | 2016-07-25 | 2018-05-01 | 河海大学 | A kind of the power direction adjusting apparatus and its installation and construction method of the translation of building integral-rotation |
| CN106836949A (en) * | 2017-01-23 | 2017-06-13 | 中国能源建设集团北京电力建设公司 | Large scale equipment rotary construction method |
| CN106836949B (en) * | 2017-01-23 | 2018-10-09 | 中国能源建设集团北京电力建设有限公司 | Large scale equipment rotary construction method |
| CN110499930A (en) * | 2019-09-09 | 2019-11-26 | 河南文博建设工程有限公司 | A kind of step-by-step movement building translating device |
| CN111395797A (en) * | 2020-03-25 | 2020-07-10 | 上海建工一建集团有限公司 | Building displacement device, system and construction method |
| CN115341786A (en) * | 2022-08-12 | 2022-11-15 | 广州市鲁班建筑科技集团股份有限公司 | Method for integrally moving and steering cannon building |
| CN115341786B (en) * | 2022-08-12 | 2024-02-02 | 广州市鲁班建筑科技集团股份有限公司 | Method for integrally moving and steering building of gun turret |
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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: ZHENGZHOU UNIVERSITY MENGZHOU URBAN CONSTRUCTION B Effective date: 20150522 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Yuan Guanglin Inventor after: Du Jianmin Inventor after: Xu Zhisong Inventor after: Li Qingtao Inventor after: Shu Qianjin Inventor after: Yuan Yingshu Inventor after: Song Jianxue Inventor after: Zhang Junfeng Inventor after: Huo Jinpeng Inventor before: Yuan Guanglin Inventor before: Du Jianmin Inventor before: Xu Zhisong |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: YUAN GUANGLIN DU JIANMIN XU ZHISONG TO: YUAN GUANGLIN DU JIANMIN XU ZHISONG LI QINGTAO SHU QIANJIN YUAN YINGSHU SONG JIANXUE ZHANG JUNFENG HUO JINPENG |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150522 Address after: 221116 Research Institute, China University of Mining and Technology, Xuzhou University, Jiangsu, China, Patentee after: China University of Mining & Technology Patentee after: Zhengzhou University Patentee after: Mengzhou City's urban construction Yi Lou engineering finite liability company Address before: 221116 Research Institute, China University of Mining and Technology, Xuzhou University, Jiangsu, China, Patentee before: China University of Mining & Technology |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150204 Termination date: 20150808 |
|
| EXPY | Termination of patent right or utility model |