CN203113825U - Moving system for integral translation of buildings - Google Patents
Moving system for integral translation of buildings Download PDFInfo
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- CN203113825U CN203113825U CN 201320108385 CN201320108385U CN203113825U CN 203113825 U CN203113825 U CN 203113825U CN 201320108385 CN201320108385 CN 201320108385 CN 201320108385 U CN201320108385 U CN 201320108385U CN 203113825 U CN203113825 U CN 203113825U
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- bearing
- mobile system
- bearing group
- building integrated
- roller bearing
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Abstract
The utility model discloses a moving system for integral translation of buildings, and relates to the technical field of separating conveying device of buildings. The moving system for integral translation of the buildings comprises a rail and bearing sets capable of rolling on the rail, more than two bearing sets are arranged, and the bearing sets are connected through a connecting device and are fixedly connected with an underpinning beam. The bearing sets in the moving system can bear high radial load, the coefficient of rolling friction is small, translation is carried out through the bearing sets, jacking force is small, generated accelerated speed is low, and the degree of safety is high. Due to the fact that the bearing sets and the underpinning beam are fixed in a translation process, a guide device is further arranged, directional performance is good, manual regulation is unnecessary, time is saved, construction speed is speeded up, and cost is low.
Description
Technical field
The utility model relates to the disengaging conveying arrangement technical field of building, relates in particular to a kind of mobile system for building integrated translation.
Background technology
Follow development of market economy, urbanization process is accelerated, and town site is badly in need of increasing, make many buildings need remove reconstruction, more especially have the ancient building dismounting that history culture is worth, will stay permanent regretting to the city, be unfavorable for the succession of civilization.The building translation technology can solve this difficult problem, mainly is by between chassis and the track mobile system being set and realizing that its economic benefit and social benefit are very remarkable underpining.The mobile system of building translation is made up of mobile device, mobile power-equipment, reaction support, the mobile device that translation is both at home and abroad at present adopted is generally roller bearing, owing to adopt roller bearing easily to produce the translation off normal as mobile device, and often need artificial continuous benefit roller bearing in the moving process and adjust the roller bearing position, thereby increased service working time, delayed the displacement progress.
The utility model content
Characteristics such as technical problem to be solved in the utility model provides a kind of mobile system for building integrated translation, and it is safe to use described mobile system translation building to have, and the fast and expense of speed of application is low.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of mobile system for building integrated translation, it is characterized in that comprising track and the bearing group that can roll in orbit, described bearing group arranges more than two, connects the back and underpins beam and fixedly connected by linkage between bearing group.
Preferably: described track is provided with groove, and described bearing group is positioned at described groove.
Preferably: described mobile system also comprises guiding device, and described guiding device is disposed between the bearing group and underpins beam and fixedly connected.
Preferably: described bearing group comprises support, side plate, roller bearing and bearing, and described side plate is connected with described support vertical fixing, and described roller bearing is fixedlyed connected with described side plate, and described bearing fixing is on described roller bearing.
Preferably: described side plate is provided with three, and described roller bearing arranges two, and bearing arranges more than two, and described side plate uniformly-spaced is fixed on the described support.
Preferably: described bearing and side sheet room are provided with metallic gasket.
Preferably: described linkage comprises steel plate and angle steel, described steel plate is fixed on the described bearing group, the two ends of described angle steel are provided with oval bolt hole, one end of described angle steel is connected with steel plate on the bearing group by screw bolt and nut, and the other end of described angle steel is connected with steel plate on another bearing group by screw bolt and nut.
Preferably: described guiding device comprises vertical roller bearing, waling stripe and horizontal bearing, described horizontal bearing is fixed on the vertical roller bearing, waling stripe is fixed on the lower end of two vertical roller bearings, described guiding device by vertical roller bearing with underpin beam and fixedly connected, the distance between two horizontal bearings is suitable with the width of groove.
Preferably: be provided with metallic gasket between described horizontal bearing and the vertical roller bearing.
Preferably: be provided with steel plate washer between described track and the bearing group.
The beneficial effect that adopts technique scheme to produce is: the bearing group in the described mobile system can be born very high radial load, and coefficient of rolling friction is little, utilizes bearing group to carry out translation, and jacking force is less, and the acceleration of generation is also less, the degree of safety height.Since in translation with bearing group with underpin beam and fix, and guiding device has been installed, directional properties is good, need not artificial adjustment, saves time, and accelerates speed of application, expense is lower.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the main TV structure schematic diagram of bearing group;
Fig. 3 is the right TV structure schematic diagram of bearing group;
Fig. 4 is the structural representation that is used of bearing group and track;
Fig. 5 is guiding device and the structural representation that is used that underpins beam;
Fig. 6 is the syndeton schematic diagram between linkage and the bearing group;
Fig. 7 is the plan structure schematic diagram of Fig. 6;
The end construction schematic diagram of angle steel in Fig. 8 linkage;
Wherein: 1, track 2, bearing group 21, support 22, side plate 23, roller bearing 24, bearing 3, linkage 31, steel plate 32, angle steel 33, oval bolt hole 4, underpin beam 5, groove 6, guiding device 61, vertically roller bearing 62, waling stripe 63, horizontal bearing 7, metallic gasket 8, steel plate washer 9, building.
The specific embodiment
As shown in Figure 1, described mobile system comprises the linkage of bearing group, track, guiding device and connection bearing group.Described bearing group comprises roller bearing, support, side plate and bearing, is installed with a plurality of bearings on the roller bearing, calculates the number of diameter, bearing size, quantity and stent size and the side plate of determining roller bearing according to the actual loading situation; Bearing and support leave certain space, and it is contactless to guarantee both during load action; Bearing directly acts on the track; Side plate is reserved the hole, and roller bearing passes bearing, is supported on the side plate; Closely contact between bearing and the side plate, prevent that translation process middle (center) bearing is movable back and forth on roller bearing, but this moment bearing outer ring with side plate phase mutual friction when the bearing element, for eliminating this resistance, increased metallic gasket between bearing and side plate, the pad size is suitable with the bearing inner race size; The horizontal width of whole bearing group is littler than orbital groove and guiding device, and support does not contact with track when guaranteeing translation, and it is unobstructed to roll.With whole bearing group with underpin beam and fix, when external force promotes to underpin beam, just bearing rolls forward, realized the translation of building, shown in Fig. 2-4.
For preventing that the frictional force between bearing group off normal after-poppet and the track from increasing, along the translation direction installation and guide device, its horizontal width is bigger than bearing group device, equates with the horizontal width of orbital groove.This device is made up of horizontal bearing, vertical roller bearing and waling stripe.Connect to control distance between the vertical roller bearing with waling stripe between two vertical roller bearings; Vertically roller bearing passes behind the horizontal bearing upper end in that to underpin beam pre-buried, and horizontal bearing rolls along the orbital groove sidewall, and rotating direction is constant in orbit to guarantee mobile device, as shown in Figure 8.
For preventing whole building offset track in the translation process, up concave type is made at the track top, and bearing group and guiding device are placed in it, the both sides projection plays spacing guide effect, and concave surface three sides are all laid steel plate, reduce force of rolling friction, guarantee the planeness of track simultaneously, as shown in Figure 8.
For guaranteeing that bearing group is parallel to each other, avoid causing translatory resistance to increase in that translation process middle (center) bearing group rotating direction is inconsistent, this device has adopted angle steel that all bearing group mobile devices on the track are coupled together, concrete operations are as follows: weld out steel plate and beat circular bolt holes at the bearing group mobile device, beat oval bolt hole at angle steel, put bolt.When two bearing group two ends spacings are unequal, adjust the position of bolt, two bearing group mobile devices are parallel to each other, screw bolt, successively that all bearing group adjustment are parallel, shown in Fig. 5-7.
Construction technology process: preparation of construction → superstructure underpin chassis construction → track reinforced concrete construction → steel plate and bearing group installation → linkage adjust parallel → examination push away roll smooth and easy → install and guiding device → build vertical joist → building translation → finish translation engineering.
Key points for operation: track construction should guarantee planeness, makes each bearing group stressed evenly, and horizontal error can be utilized the bed course adjustment when settling mobile device.The support welding quality of bearing group should be reliable, and roller bearing is answered level, guarantees that each shaft strength is even, the bearing group mobile device with underpin being connected of beam should be safe and reliable.Guiding device, vertically roller bearing should guarantee vertical degree when beam is connected with underpining, so that horizontal bearing horizontal rolling in orbit plays the effect of guiding.Linkage after the bearing group fixed-site is good, tries to push away, and freely should not readjust bolt position as rolling, and bolt should be screwed after fine setting finishes.Displacement synchronously, during integral shift, the actual power of applying of reply each application point of additionaling power is carried out observational record, the abnormal conditions when changing the judgement displacement according to additionaling power.Level gauge, transit are adopted in monitoring in real time, and the building off normal in the shifting process is monitored, and utilize the foundation settlement of level observation monitoring translation track.Should strengthen superstructure observation simultaneously, in time find potential safety hazard.Performance analysis, it is simple and quick to adopt the bearing mobile device to finish translation engineering, has saved manually, shortens the duration of a project, has formed favorable economic benefit, for new thinking has been opened up in the building displacement.
Application example: Xuancheng City, Anhui Province Xuanzhou District leopard cat Qiao Zhen LongXi tower integral translation engineering, Long Xita is positioned at east, water Yangjiang, Xuanzhou District leopard cat Qiao Zhen west side, Xuancheng City bank, and the west is hoped every river facies with the Shui Yang town.This tower is seven layers, is hexagon, brick wood combination construction, the about 20m of bottom floor space
2, high about 22m; Column foot is built by laying bricks or stones with blue bricks, and is peripheral with blue or green rectangular slab of stone bag block one circle.Because the water Yangjiang of LongXi tower this section of living in need be administered, Qi Dongan defends Dong Xudi need on average move back the about 50m of dike.Downstream, water-saving Yangjiang, Anhui controls flood in the recent period and administers management of engineering construction office and determine, to LongXi tower direction translation 120m northeastward, with the original appearance of maximum reservation LongXi tower.
According to this engineering characteristic, translation schemes is designed, have 2 moving tracks, adopt 5 to underpin beam tower body is underpined, and with 2 side bars with underpin plate and support the top reinforcement system jointly.Be furnished with 35 bearing group on every track, every underpins 5 bearing group is arranged under the beam, and totally 25 are arranged in to underpin and bear tower body weight under the beam jointly, and all the other positions are evenly arranged; Linkage is set between bearing group, and increases by 10 guiding devices.
Used specific case herein principle of the present utility model and embodiment thereof are set forth, the explanation of above embodiment is just with helping understand method of the present utility model and core concept thereof.Should be pointed out that for the person of ordinary skill of the art, can also carry out some improvement and modification to the utility model under the prerequisite that does not break away from the utility model principle, these improvement and modification also fall in the protection domain of the utility model claim.
Claims (10)
1. mobile system that is used for building integrated translation, it is characterized in that comprising track (1) and the bearing group (2) that can roll at track (1), described bearing group (2) arranges more than two, connects the back and underpins beam (4) and fixedly connected by linkage (3) between bearing group (2).
2. a kind of mobile system for building integrated translation according to claim 1 is characterized in that described track (1) is provided with groove (5), and described bearing group (2) is positioned at described groove (5).
3. a kind of mobile system for building integrated translation according to claim 2, it is characterized in that described mobile system also comprises guiding device (6), described guiding device (6) is disposed between the bearing group (2) and underpins beam (4) and fixedly connected.
4. a kind of mobile system for building integrated translation according to claim 1 and 2, it is characterized in that described bearing group (2) comprises support (21), side plate (22), roller bearing (23) and bearing (24), described side plate (22) is connected with described support (21) vertical fixing, described roller bearing (23) is fixedlyed connected with described side plate (22), and described bearing (24) is fixed on the described roller bearing (23).
5. a kind of mobile system for building integrated translation according to claim 4, it is characterized in that described side plate (22) is provided with three, described roller bearing (23) arranges two, and bearing (24) arranges more than two, and described side plate (22) uniformly-spaced is fixed on the described support (21).
6. a kind of mobile system for building integrated translation according to claim 5 is characterized in that being provided with metallic gasket (7) between described bearing (24) and side plate (22).
7. a kind of mobile system for building integrated translation according to claim 1 and 2, it is characterized in that described linkage (3) comprises steel plate (31) and angle steel (32), described steel plate (31) is fixed on the described bearing group (2), the two ends of described angle steel (32) are provided with oval bolt hole (33), one end of described angle steel (32) is connected with steel plate (31) on the bearing group (2) by screw bolt and nut, and the other end of described angle steel (32) is connected with steel plate (31) on another bearing group (2) by screw bolt and nut.
8. a kind of mobile system for building integrated translation according to claim 3, it is characterized in that described guiding device (6) comprises vertical roller bearing (61), waling stripe (62) and horizontal bearing (63), described horizontal bearing (63) is fixed on the vertical roller bearing (61), waling stripe (62) is fixed on the lower end of two vertical roller bearings (61), described guiding device (6) by vertical roller bearing (61) with underpin beam (4) and fixedly connected, the distance between two horizontal bearings (63) is suitable with the width of groove (5).
9. a kind of mobile system for building integrated translation according to claim 8 is characterized in that described horizontal bearing (63) and vertically is provided with metallic gasket (7) between the roller bearing (61).
10. a kind of mobile system for building integrated translation according to claim 1 is characterized in that being provided with steel plate washer (8) between described track (1) and the bearing group (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320108385 CN203113825U (en) | 2013-03-11 | 2013-03-11 | Moving system for integral translation of buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320108385 CN203113825U (en) | 2013-03-11 | 2013-03-11 | Moving system for integral translation of buildings |
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| Publication Number | Publication Date |
|---|---|
| CN203113825U true CN203113825U (en) | 2013-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320108385 Expired - Fee Related CN203113825U (en) | 2013-03-11 | 2013-03-11 | Moving system for integral translation of buildings |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103790395A (en) * | 2014-01-27 | 2014-05-14 | 中国矿业大学 | Designing method of transverse underpinning beam during longitudinal translational displacement of building of brick-concrete structure |
| CN103790396A (en) * | 2014-01-27 | 2014-05-14 | 中国矿业大学 | Frame-structure building translation device and designing method for traveling beam and foundation beam |
| CN103806674A (en) * | 2014-01-27 | 2014-05-21 | 中国矿业大学 | Method for designing transversely-walking beam in process of transverse and horizontal movement of building of brick-concrete structure |
| CN106760619A (en) * | 2016-12-23 | 2017-05-31 | 河北省建筑科学研究院 | A kind of building translation apparatus and its construction method |
| CN110005220A (en) * | 2019-04-28 | 2019-07-12 | 上海天演建筑物移位工程股份有限公司 | A kind of modularized combination type translation steel slideway boom device and its construction method |
| CN114991529A (en) * | 2022-05-30 | 2022-09-02 | 江苏鸿基节能新技术股份有限公司 | Integral translation device for building and construction method |
-
2013
- 2013-03-11 CN CN 201320108385 patent/CN203113825U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103790395A (en) * | 2014-01-27 | 2014-05-14 | 中国矿业大学 | Designing method of transverse underpinning beam during longitudinal translational displacement of building of brick-concrete structure |
| CN103790396A (en) * | 2014-01-27 | 2014-05-14 | 中国矿业大学 | Frame-structure building translation device and designing method for traveling beam and foundation beam |
| CN103806674A (en) * | 2014-01-27 | 2014-05-21 | 中国矿业大学 | Method for designing transversely-walking beam in process of transverse and horizontal movement of building of brick-concrete structure |
| CN106760619A (en) * | 2016-12-23 | 2017-05-31 | 河北省建筑科学研究院 | A kind of building translation apparatus and its construction method |
| CN106760619B (en) * | 2016-12-23 | 2019-03-05 | 河北省建筑科学研究院 | A kind of building translation apparatus and its construction method |
| CN110005220A (en) * | 2019-04-28 | 2019-07-12 | 上海天演建筑物移位工程股份有限公司 | A kind of modularized combination type translation steel slideway boom device and its construction method |
| CN114991529A (en) * | 2022-05-30 | 2022-09-02 | 江苏鸿基节能新技术股份有限公司 | Integral translation device for building and construction method |
| CN114991529B (en) * | 2022-05-30 | 2024-01-30 | 江苏鸿基节能新技术股份有限公司 | Integral translation device for building and construction method |
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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: 20130807 Termination date: 20200311 |