CN105569374A - Near-remote distance comprehensive transfer placing system for building - Google Patents
Near-remote distance comprehensive transfer placing system for building Download PDFInfo
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- CN105569374A CN105569374A CN201510988234.6A CN201510988234A CN105569374A CN 105569374 A CN105569374 A CN 105569374A CN 201510988234 A CN201510988234 A CN 201510988234A CN 105569374 A CN105569374 A CN 105569374A
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- 238000012546 transfer Methods 0.000 title abstract description 8
- 230000007246 mechanism Effects 0.000 claims abstract description 49
- 238000013519 translation Methods 0.000 claims abstract description 9
- 238000000034 method Methods 0.000 abstract description 7
- 238000012544 monitoring process Methods 0.000 abstract description 3
- 238000009424 underpinning Methods 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 238000013016 damping Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000006243 chemical reaction Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 230000000153 supplemental effect Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a near-remote distance comprehensive transfer placing system for a building. The near-remote distance comprehensive transfer placing system comprises a translation track mechanism, a positioning mechanism, a jacking mechanism, an underpinning beam, a monitoring mechanism as well as a rotating mechanism, wherein the rotating mechanism is arranged on the lower end surface of the underpinning beam; the rotating mechanism comprises an upper rotating base and a lower rotating base; the upper rotating base and the lower rotating base are rotationally connected; an annular bulge is formed in the lower end surface of the upper rotating base; an annular groove matched with the annular bulge is formed in the upper end surface of the lower rotating base. The annular bulge and the annular groove are matched with each other, so that mutual matching of the upper rotating base and the lower rotating base can be achieved, the whole building is on a stable platform and in a rotating environment in the rotating process, internal stress generated to the building in the rotating process is effectively reduced, the building can be prevented from structural damage, and the phenomenon of crack or collapse can be effectively avoided.
Description
Technical field
The present invention relates to construction work transfer device, especially relate to a kind of building and closely comprehensively shift place system at a distance.
Background technology
That transforms along with social progress, urban planning carries out; for have use value or historical value building especially landmark usually take building integrated translation; adopt building integrated translation technology can not only reduce investment, reduce environment pollution, and effective protective effect is played for cultural sight.The nearly remote comprehensive transfer place system of building retains on the basis of existing building style, from existing position global transfer to the position of new planning.
Usually turning is needed to dodge obstruction moving integrally in process, tradition preventing collision method combines for using long rails to add cross track, by upper sliding beam and cooperatively interacting of downslide beam, building is linearly moved, namely the operation starting to start building with building is rotated each time substantially identical, not only need to reset collar tie beam and upper sliding beam, and parameter is stretched on every top and monitoring system all needs again to plan, and the construction period longitudinally adding transverse shifting mode is longer.Place building time, need building to match with newly-built concrete foundation, this process need also rotary building with realization.So, now need the device studying the turning of a kind of building, realize building flipper turn and realize the movement of building and accurately place.
Chinese Patent Application No. 201410134183.6 discloses a kind of building synchronous rotary translation track, move to the circular motion track of the same beam slide central point that gets on the right track in new address from old site by building, Base isolation system makes circular arc lower railway beam, forms lower railway beam system.Lower railway steel plate, roller bearing, the steel plate that gets on the right track composition displacement system.Get on the right track beam, the coupling beam that gets on the right track, get on the right track fork beam and three described beam junctions the beam slide that gets on the right track form and to get on the right track beam system.This device realizes building translation and rotates synchronously carrying out by arc-shaped rail beam, but this Structural Design Requirement is complicated, and the tangent line of the circular arc lower railway beam needing the thrust direction of force application mechanism and jack corresponding with the beam slide that gets on the right track is consistent, to sum up this device is due to its complex structure, overall technology parameter needs accurately, there is great risk in the walking track for concrete for making, to sum up this structure does not utilize large-scale promotion; Particularly importantly high to the Structural strength calls of building in addition, need in building, set up supplemental support ruggedized construction, fund of further increasing input.
Chinese Patent Application No. 201420446210.9 discloses a kind of whole building whirligig 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.This structure sets up axis of rotation on cast-in-situ concrete slab basis, rotated around axis of rotation by hydraulic jack pushing tow building, but this structure relies on axis of rotation cannot ensure the stability of building, particularly cannot estimate for without the old-fashioned building of drawknot and building its building internal stress in rotary course, thus there is structural cracks or Other Engineering risk.
Summary of the invention
In view of this, the object of the invention is for the deficiencies in the prior art, provide a kind of building closely comprehensively to shift place system at a distance, reaching building transfer effect stable with keeping fabric structure fast by setting up the rotating basis cooperatively interacted up and down.
For achieving the above object, the present invention by the following technical solutions:
A kind of building closely comprehensively shifts place system at a distance, comprise translation track mechanism, detent mechanism, Ding Shen mechanism, transform beams and monitor control mechanism, also comprise rotating mechanism, described rotating mechanism is arranged on described transform beams lower surface, described rotating mechanism comprises rotating basis and lower rotating basis, described upper rotating basis is connected with described lower rotation foundation rotation, described upper rotating basis lower surface is provided with annular protrusion, and described lower rotating basis upper surface arranges the annular groove matched with described annular protrusion.
Preferably, described annular protrusion and described annular groove are multiple.
Preferably, in described annular groove, sliding agent is set.
Preferably, described lower rotation base center arranges axis of rotation, and described upper rotating basis arranges the rotating hole matched with described axis of rotation.
Preferably, described Ding Shen mechanism comprises jack and counter-force post, described counter-force post comprises bearing beam and the firm banking of flexible connection, described firm banking arranges locating shaft and limited post, described bearing beam arranges the locating hole cooperatively interacted with described locating shaft, and described limited post is arranged on described bearing beam both sides.
Preferably, described firm banking is truncated cone-shaped or trapezoidal.
Preferably, described firm banking arranges graduation mark.
Preferably, described bearing beam arranges container cavity, and the diameter of described container cavity is greater than the diameter bottom described jack.
The invention has the beneficial effects as follows:
The nearly remote comprehensive transfer place system of a kind of building disclosed by the invention comprises the upper rotating basis and lower rotating basis that arrange and be rotationally connected, can steel plate material be used for rotating basis on aedicula and lower rotating basis, rotating basis on building and lower rotating basis can be used monolithic reinforced concrete structure or be formed by connecting with the use of steel plate; Upper rotating basis lower surface is provided with annular protrusion, lower rotating basis upper surface arranges the annular groove matched with described annular protrusion, by cooperatively interacting of annular protrusion and annular groove, make building hold circumferencial direction to rotate, upper cooperatively interacting between rotating basis and lower rotating basis in rotary course, in rotary course, whole building is in a stabilised platform and rotating environment, effectively reduce the internal stress that rotary course produces building, prevent the structural damage of building, the phenomenon generation effectively avoided crack and cave in.Particularly importantly, for landmark, its old-fashioned architectural characteristic; such as; without the characteristic such as drawknot, Vierendeel girder skewness, structure be asymmetric, determine the technical complexity in its rotary course, the protection of technical scheme disclosed by the invention to landmark is more thorough.
In addition, annular protrusion and annular groove are multiple, can improve the contact area of upper rotating basis and lower rotating basis, increase the overall security of rotating mechanism; The frictional force that sliding agent effectively reduces between annular protrusion and annular groove is set in annular groove, not only be conducive to the ejection effect strengthening jack in rotary course, and be conducive to reducing the abrasion between annular protrusion and annular groove, and then increase structural stability of the present invention; Lower rotation base center arranges axis of rotation, upper rotating basis arranges the rotating hole matched with axis of rotation, by the rotating hole arranging axis of rotation He match, make the present invention in use, rotating basis can be made to do directional-rotation around axis of rotation, coordinate being slidably connected of annular protrusion and annular groove, be conducive to strengthening the structural stability in rotary course of the present invention, further reduce the internal stress in building rotary course.
In addition, Ding Shen mechanism comprises jack and counter-force post, counter-force post comprises bearing beam and the firm banking of flexible connection, firm banking arranges locating shaft, bearing beam arranges the locating hole cooperatively interacted with locating shaft, : bearing beam of the present invention and firm banking realize being flexibly connected by locating shaft and cooperatively interacting of locating hole, the jack of building both sides is in pushing tow process, angle change is there is because building rotates, now will inevitably there is the phenomenon of skew in jack, bearing beam disclosed by the invention is followed jack and is jointly subjected to displacement change, make the force direction of jack all the time perpendicular to building, the better management and control of force size and Orientation of jack in this process, the locating shaft of locating shaft preferably with damping mechanism, two schemes is available: one is that locating shaft lower end is fixedly connected with firm banking or one-body molded, and upper end is rotationally connected by damping mechanism and bearing beam, two is that locating shaft upper end is fixedly connected with bearing beam, lower end is rotationally connected by damping mechanism and firm banking, the locating shaft design of above two kinds of band damping mechanisms can make the rotary motion of bearing beam stablize more gently, effectively prevents the contact position of jack and bearing beam to offset the phenomenon causing jack to come off and occurs, firm banking is truncated cone-shaped or the trapezoidal anchorage effect being conducive to increasing Ding Shen mechanism, the effective structural stability increasing entirety of the present invention, firm banking arranges graduation mark, directly can observe whether the deviation angle of building meets designing requirement from firm banking, be convenient to make timely adjustment, bearing beam arranges container cavity, and the diameter of container cavity is greater than the diameter bottom jack, and jack can be placed in container cavity, prevents the slip phenomenon of jack from occurring.
To sum up, structure of the present invention is simple, and stability and high safety in rotary course, is easy to promote the use of.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention one when using;
Fig. 2 is the plan structure schematic diagram of Fig. 1 of the present invention;
Fig. 3 is the structural representation of upper rotating basis and lower rotating basis in the embodiment of the present invention one;
Fig. 4 is the structural representation of upper rotating basis and lower rotating basis in the embodiment of the present invention two;
Fig. 5 is the structural representation of counter-force post in the embodiment of the present invention two;
Fig. 6 is the plan structure schematic diagram of Fig. 5 of the present invention;
Fig. 7 is the structural representation of upper rotating basis and lower rotating basis in the embodiment of the present invention three;
Fig. 8 is the structural representation of counter-force post in the embodiment of the present invention four;
Fig. 9 is the plan structure schematic diagram of Fig. 8 of the present invention.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described.
Embodiment one
As shown in Figure 1 to Figure 3, the present invention includes translation track mechanism, detent mechanism, Ding Shen mechanism, transform beams, monitor control mechanism and rotating mechanism, transform beams 17 is fixed on the surrounding of building 4, detent mechanism comprises and is fixed on multiple position sensor in transform beams 17 and Ding Shen mechanism and pressure sensor, monitor control mechanism is electrically connected with detent mechanism and Ding Shen mechanism respectively, monitor control mechanism uses automatic control system, the signal of automatic control system receiving position sensor and pressure sensor, and the pushing tow parameter of control Ding Shen mechanism, as shown in Figure 1, Ding Shen mechanism comprises the first jack group 1 and the 3rd jack group 16 of vertical setting, second jack group 2 of horizontally set and counter-force post 3, rotating mechanism is arranged on transform beams lower surface, rotating mechanism comprises the upper rotating basis 5 of monolithic reinforced concrete structure and lower rotating basis 6, upper rotating basis 5 and lower rotating basis 6 cross section are circular configuration, upper rotating basis 5 end face dabbing, the lower surface of upper rotating basis 5 is built and is formed a circle annular protrusion 7, the shaping annular groove 8 matched with annular protrusion 7 is built in the upper surface of lower rotating basis 6, sliding agent is loaded in annular groove 8, as shown in Figure 3, upper rotating basis 5 and lower rotating basis 6 realize being rotationally connected between the two by being mutually slidably matched of annular protrusion 7 and annular groove 8.
The present invention is when rotary building, first the first jack group 1 is used to be supported on the transform beams 17 of building 4, make building on the translation track of former direction by integral raising, the 3rd jack group 16 is fixed below building 4, above the 3rd jack group 16, forming strip annular groove 8 times rotating basis 6 are built according to the true form of building and architectural feature, the upper rotating basis 5 of forming strip annular protrusion 7 is built above lower rotating basis 6, the Double End dabbing of upper rotating basis 5 is to increase the frictional force bottom itself and building 4, when the hardness of upper rotating basis 5 and lower rotating basis 6 reaches construction requirement, falling the 3rd jack group 16 after rise makes building 4 be placed on the upper surface of rotating basis 5, now fix the second jack group 2 and counter-force post 3, second jack group 2 is fixed on the position at Liang Ge diagonal angle, building 4 both sides by counter-force post 3.
By being rotationally connected of upper rotating basis 5 and lower rotating basis 6, building 4 entirety in rotary course is made to be placed on a rotatable platform, exert a force on building by the second jack group 2, realize the integral-rotation of building 4, in rotary course, the stressed entirety of building 4 is even, and effectively pre-cracking-proof and the phenomenon of caving in occur.
Embodiment two
As shown in Fig. 4 to Fig. 8, the present embodiment is substantially identical with the structure in embodiment one, unlike: lower rotating basis 6 center arranges axis of rotation 9, upper rotating basis 5 arranges the rotating hole matched with axis of rotation 9, counter-force post 3 comprises bearing beam 10 and firm banking 11, firm banking 11 is fixedly connected with locating shaft 12, firm banking 11 offers graduation mark 13, bearing beam 10 arranges the locating hole cooperatively interacted with locating shaft 12, damping mechanism 14 is set between locating hole and locating shaft 12, bearing beam 10 arranges container cavity 15, the diameter of container cavity 15 is slightly larger than the diameter bottom jack in the second jack group 2.
The present embodiment, by setting up the rotating hole and axis of rotation 9 that cooperatively interact between upper rotating basis and lower rotating basis, makes building 4 can do directional-rotation centered by axis of rotation 9, and being conducive to increases the structural stability of the present invention; And cooperatively interacting by locating shaft 12 and locating hole, make the second jack group 2 can follow building 4 to turn to simultaneously, make the force direction of the second jack group 2 all the time perpendicular to building 4, be conducive to monitoring and the adjustment in time of rotation parameter in rotary course.Particularly importantly damping mechanism 14 is set between locating hole and locating shaft 12, can ensures that the rotation between bearing beam 10 and firm banking 11 is more steady, increase the safety in rotary course with this.
Embodiment three
The present embodiment is substantially identical with enforcement two structures, unlike: as shown in Figure 7, upper rotating basis 5 is established and is offered multiple annular protrusion 7, lower rotating basis 6 offers multiple annular groove 8, upper rotating basis 5 and lower rotating basis 6 are mutually slidably matched by multiple annular protrusion 7 and multiple annular groove 8 and realize being rotationally connected between the two, multiple annular protrusion 7 and multiple annular groove 8 are conducive to the contact area increasing upper rotating basis 5 and lower rotating basis 6, are conducive to the structural stability improving rotating mechanism.
Embodiment four
The present embodiment is substantially identical with embodiment two structure, unlike: as shown in FIG. 8 and 9, firm banking 11 is truncated cone-shaped.
Because firm banking 11 needs the end, buried ground to play anchorage effect, firm banking 11 is designed to truncated cone-shaped, the contact area that can effectively increase round platform Yu banket, thus increases the stability of firm banking 11.
What finally illustrate is, above embodiment is only in order to illustrate technical scheme of the present invention and unrestricted, other amendments that those of ordinary skill in the art make technical scheme of the present invention or equivalently to replace, only otherwise depart from the spirit and scope of technical solution of the present invention, all should be encompassed in the middle of right of the present invention.
Claims (8)
1. a building closely comprehensively shifts place system at a distance, comprise translation track mechanism, detent mechanism, Ding Shen mechanism, transform beams and monitor control mechanism, it is characterized in that: also comprise rotating mechanism, described rotating mechanism is arranged on described transform beams lower surface, described rotating mechanism comprises rotating basis and lower rotating basis, described upper rotating basis is connected with described lower rotation foundation rotation, described upper rotating basis lower surface is provided with annular protrusion, and described lower rotating basis upper surface arranges the annular groove matched with described annular protrusion.
2. a kind of building according to claim 1 closely comprehensively shifts place system at a distance, it is characterized in that: described annular protrusion and described annular groove are multiple.
3. a kind of building according to claim 1 and 2 closely comprehensively shifts place system at a distance, it is characterized in that: arrange sliding agent in described annular groove.
4. a kind of building according to claim 1 closely comprehensively shifts place system at a distance, it is characterized in that: described lower rotation base center arranges axis of rotation, and described upper rotating basis arranges the rotating hole matched with described axis of rotation.
5. a kind of building according to claim 1 closely comprehensively shifts place system at a distance, it is characterized in that: described Ding Shen mechanism comprises jack and counter-force post, described counter-force post comprises bearing beam and the firm banking of flexible connection, described firm banking arranges locating shaft and limited post, described bearing beam arranges the locating hole cooperatively interacted with described locating shaft, and described limited post is arranged on described bearing beam both sides.
6. a kind of building according to claim 5 closely comprehensively shifts place system at a distance, it is characterized in that: described firm banking is truncated cone-shaped or trapezoidal.
7. a kind of building according to claim 5 or 6 closely comprehensively shifts place system at a distance, it is characterized in that: described firm banking arranges graduation mark.
8. a kind of building according to claim 5 closely comprehensively shifts place system at a distance, and it is characterized in that: described bearing beam arranges container cavity, the diameter of described container cavity is greater than the diameter bottom described jack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510988234.6A CN105569374B (en) | 2015-12-28 | 2015-12-28 | A kind of building is closely comprehensive at a distance to shift place system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510988234.6A CN105569374B (en) | 2015-12-28 | 2015-12-28 | A kind of building is closely comprehensive at a distance to shift place system |
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| CN105569374A true CN105569374A (en) | 2016-05-11 |
| CN105569374B CN105569374B (en) | 2017-11-14 |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN108827755A (en) * | 2018-04-16 | 2018-11-16 | 武汉理工大学 | A kind of grillage intensity experiment clamping device |
| CN110067405A (en) * | 2019-04-19 | 2019-07-30 | 中建一局华江建设有限公司 | Building rotation and translation system and construction method thereof |
| CN110700624A (en) * | 2019-10-15 | 2020-01-17 | 福建省闽鑫建设工程有限公司 | Building displacement system and method |
| CN110887629A (en) * | 2019-12-27 | 2020-03-17 | 徐磊 | Column cap connecting and fixing device for historic building wood node anti-seismic test |
| 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 |
| CN115341785A (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 gun building |
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| CN204139647U (en) * | 2014-08-08 | 2015-02-04 | 中国矿业大学 | A kind of whole building whirligig |
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| JPH1171816A (en) * | 1997-08-28 | 1999-03-16 | Masumi Yamada | Method for moving building |
| WO2004065725A1 (en) * | 2003-01-23 | 2004-08-05 | The Mattamy Corporation | Transport and alignment device and process for houses |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 |
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| CN108827755A (en) * | 2018-04-16 | 2018-11-16 | 武汉理工大学 | A kind of grillage intensity experiment clamping device |
| CN110067405A (en) * | 2019-04-19 | 2019-07-30 | 中建一局华江建设有限公司 | Building rotation and translation system and construction method thereof |
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| CN110700624A (en) * | 2019-10-15 | 2020-01-17 | 福建省闽鑫建设工程有限公司 | Building displacement system and method |
| CN110700624B (en) * | 2019-10-15 | 2021-11-02 | 福建省闽鑫建设工程有限公司 | Building displacement system and method |
| CN110887629A (en) * | 2019-12-27 | 2020-03-17 | 徐磊 | Column cap connecting and fixing device for historic building wood node anti-seismic test |
| 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 |
| CN115341785A (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 gun building |
| CN115341785B (en) * | 2022-08-12 | 2023-12-08 | 广州市鲁班建筑科技集团股份有限公司 | Method for integrally moving building of gun turret |
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| Publication number | Publication date |
|---|---|
| CN105569374B (en) | 2017-11-14 |
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Effective date of registration: 20170927 Address after: 400054 democratic Street, Huaxi street, Banan District, Chongqing Applicant after: Chongqing ou Ronglai Auto Parts Co.,Ltd. Address before: 450000 Zhengzhou economic and Technological Development Zone, No. 1356 East Road, sea road, Ding Ding, the Department of Sand Park, room 217, Henan Applicant before: ZHENGZHOU SIBIAN TECHNOLOGY Co.,Ltd. |
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