CN2375704Y - Integral removing device for high building - Google Patents
Integral removing device for high building Download PDFInfo
- Publication number
- CN2375704Y CN2375704Y CN 99200367 CN99200367U CN2375704Y CN 2375704 Y CN2375704 Y CN 2375704Y CN 99200367 CN99200367 CN 99200367 CN 99200367 U CN99200367 U CN 99200367U CN 2375704 Y CN2375704 Y CN 2375704Y
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- CN
- China
- Prior art keywords
- track body
- upper rail
- gear
- bottom track
- building
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- Expired - Fee Related
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Abstract
The utility model provides an integral removing device for a high building, which comprises a running device, a supporting device and a traction device, wherein, the traction device is composed of wire cables, a traction stake and a jack, and the running device is composed of a steel spherical roller and an upper and a lower rectangular rail bodies. The bottom surface of the upper rail body and the upper surface of the lower rail body are respectively provided with two longitudinal parallel guide grooves which are matched with the roller. Under construction, the utility model has the advantages that a building is steadily moved, the running direction is accurate, the moving speed is high, and the man-hour is saved.
Description
The utility model is a kind of highrise building integral moving device, relates to extraordinary building engineering field, is used for the extraordinary construction work of highrise building integral moving to assigned address.
Existing moving house device is 95223447.5 as application number, and it is disclosed that name is called " high-rise heavy construction integral moving device " utility model patent, comprises running gear, bracing or strutting arrangement, draw-gear three part (see figure 5)s.Draw-gear is made up of wire rope and jack, running gear by two block length square plates up and down and about the lower carriage 25 and the cylindrical steel roller 27 of the cuboid made of two shaped steel sidewalls form, the upper face of lower carriage 25 and lower face and left and right sides sidewall connect firmly by welding and are cuboid, and the two ends of two side are provided with through hole; Bracing or strutting arrangement is for the upper bracket 25 ' of lower carriage size, equiform cuboid and place or be fixed on the governor motion 24 on the upper bracket 15 ' upper face and the rectangle steel plate 23 that is placed on the governor motion 24 is formed; Running gear and bracing or strutting arrangement generally comprise parallel upper bracket and assembly and lower carriage and the assembly of placing thereof of two covers, be fixed with prismatoid strip bloom 28 ' on the sidewall of two parallel upper brackets, bloom 28 ' two ends are provided with through hole, strip bloom 28 ' passes through the through hole at its two ends and the through hole on the upper bracket sidewall termination by screw bolt and nut assembly 29 ', be pressed in the shaped steel inclined-plane of upper bracket two side, adjacent upper bracket is fixedly connected, be fixed with prismatoid strip bloom 28 on the sidewall of two parallel lower carriages, the bloom two ends are provided with through hole, strip bloom 28 passes through the through hole at its two ends and the through hole on the upper bracket sidewall termination by screw bolt and nut assembly 29, be pressed in the shaped steel inclined-plane of upper bracket two side, adjacent upper bracket is fixedly connected.During resettlement, at first on collar tie beam 26, column 22 and wall 21 times, segmentation breaks into the strip hole, then, on collar tie beam, put lower carriage 25, roller 27, upper bracket 25 ', governor motion 24, rectangle steel plate 23 successively, adjust 24 firm buildings of governor motion, operated by rotary motion has two groups of above walking and bracing or strutting arrangements, and placed adjacent.Connect by bolt by the strip bloom on the sidewall of adjacent in twos upper and lower support, they are fixedly connected respectively.Treat that wall and column all prop up the jail, just finished the support works of monolithic architecture thing.The draw-gear that available then wire rope, jack are formed with moving house to assigned address.This device is carrying out in actual engineering operation, because the jack hauling speed of each draw-gear that it is parallel is different, the cylindrical steel roller rotating direction of running gear can not be controlled, be easy to cause the deviation of building walking, cause the hauling speed of building slow, but also need revise lead every now and then, thereby the construction period prolongs.
The purpose of this utility model is the defective that exists in the prior art in order to overcome, and designs a kind of highrise building integral moving device, and in the construction to the high-rise building human relocation project, building moves steadily, and direction is accurate, and speed is fast, shortens the construction period.
The technical solution of the utility model is this high level heavy construction integral moving device, comprise running gear, bracing or strutting arrangement and draw-gear, draw-gear is made up of wire rope, traction stake and jack, running gear is formed the top gathering sill that matches with spherical steel roller that is shaped on two parallel longitudinals respectively of the bottom surface of upper rail and bottom track body by spherical steel roller and rectangle upper rail and bottom track body.During resettlement, at first at column and along under the wall of resettlement direction, the branch plurality of sections breaks into the strip hole, then, put into bottom track body, roller, upper rail and bracing or strutting arrangement successively, be placed with cement concrete concrete piece between bracing or strutting arrangement upper surface and column and the body of wall bottom, and stamp reinforcing bar, the casting cement concrete, a firm building; Treat that wall and column all prop up the jail, get through other bodies of wall, just finished the support of monolithic architecture thing and the preparation of resettlement.The draw-gear that available then wire rope, jack are formed with moving house to assigned address.
During traction,, in each room of bottom, on relative upper rail sidewall, can also be welded with straight strut, be welded with hound on the tiltedly right mutually upper rail sidewall, thereby form the insurance bracing means in order to strengthen the bulk strength of building.
The utlity model has following advantage: 1. moving house is steady, and direction of travel is accurate, and resettlement speed height is saved man-hour.2. when moving, whole building intensity is big, the reliability height.
Most preferred embodiment of the present utility model and description of drawings thereof are as follows:
Fig. 1 is running gear, the bracing or strutting arrangement combination schematic diagram of the utility model resettlement device.
Fig. 2 is the right view of Fig. 1.
Fig. 3 is a kind of structural representation of the bottom track body of running gear.
Fig. 4 is the vertical view of the insurance bracing means of the utility model resettlement device.
Fig. 5 is prior art resettlement device schematic diagram.
Describe preferred embodiment of the utility model in detail below in conjunction with accompanying drawing.
Embodiment 1:
Referring to accompanying drawing 1,2, building integrated movement device of the present utility model, comprise running gear, bracing or strutting arrangement, draw-gear, draw-gear is made up of wire rope, traction stake and jack, running gear is made up of spherical roller 8, rectangle upper rail 7 and the bottom track body 9 of steel, the top gathering sill that matches with roller 8 that is shaped on two parallel longitudinals respectively of the bottom surface of upper rail 7 and bottom track body 9; Bracing or strutting arrangement includes some steel wedges 6 and rectangle supporting steel plate 5, two row's wedges 6 respectively are arranged on the upper surface of upper rail 7, and supporting steel plate 5 is positioned on the wedge 6.During resettlement, at first at column 2 and along the wall 1 time of resettlement direction, the branch plurality of sections breaks into the strip hole, then, put into bottom track body 9, roller 8, upper rail 7 and bracing or strutting arrangement successively, be placed with cement concrete concrete piece 3 between bracing or strutting arrangement upper surface and column and the body of wall bottom, and stamp reinforcing bar, the casting cement concrete, thus collar tie beam 4 formed, a firm building; Treat that wall and column all prop up the jail, get through other bodies of wall, just finished the support of monolithic architecture thing and the preparation of resettlement.The draw-gear that available then wire rope, jack are formed with moving house to assigned address.After building is in place, lay wedge 6 from the side, can take out this resettlement device, recycling.
Embodiment 2:
During traction, in order to strengthen the bulk strength of building, in each room of bottom, on relative upper rail 7 sidewalls, can also be welded with straight strut 14, be welded with the hound 15 of intersection on tiltedly right mutually upper rail 7 sidewalls, thereby form the insurance bracing means, the structural quality when improving resettlement reliability and resettlement.
Embodiment 3:
Bracing or strutting arrangement in the foregoing description,, can adopt the bracing or strutting arrangement of forming by governor motion 24 and steel plate 23 as shown in Figure 5 of the prior art, on governor motion 24, place steel plate 23, the height of governor motion 24 is mixed up jack-up steel plate 23.Treat all jails of wall 21 and column 20, just finished the support works of monolithic architecture thing.The draw-gear that available then wire rope, jack are formed with moving house to assigned address.
Embodiment 4:
As the running gear among the embodiment 1, see Fig. 3, bottom track body 9 can also by guide strip 9 ', channel-section steel 10 and base plate 12 be welded to form, channel-section steel 10 inner fill concretes are to strengthen the rigidity of bottom track body 9.
Claims (3)
1. highrise building integral moving device, comprise running gear, bracing or strutting arrangement, insurance bracing means and draw-gear, draw-gear is made up of wire rope, traction stake and jack, it is characterized in that running gear is made of the top gathering sill (13) that matches with roller (8) that is shaped on two parallel longitudinals respectively of the bottom surface of upper rail (7) and bottom track body (9) steel spherical roller (8), rectangle upper rail (7) and bottom track body (9).
2. according to the described highrise building integral moving of claim 1 device, it is characterized in that bottom track body (9) is made up of guide strip (9 ') and the channel-section steel (10) that is welded on its underpart, guide strip (9 ') top and bottom track body (9) top similar shape, the inner filling concrete concrete of channel-section steel (10) (11), the rigidity of enhancing bottom track body (9).
3. according to claim 1 or 2 described highrise building integral moving devices, it is characterized in that in each room of bottom, on relative upper rail (7) sidewall, be welded with straight strut (14), be welded with hound (15) on tiltedly right mutually upper rail (7) sidewall, thereby form the insurance bracing means.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99200367 CN2375704Y (en) | 1999-01-18 | 1999-01-18 | Integral removing device for high building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99200367 CN2375704Y (en) | 1999-01-18 | 1999-01-18 | Integral removing device for high building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2375704Y true CN2375704Y (en) | 2000-04-26 |
Family
ID=33996372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99200367 Expired - Fee Related CN2375704Y (en) | 1999-01-18 | 1999-01-18 | Integral removing device for high building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2375704Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956466A (en) * | 2010-09-13 | 2011-01-26 | 董兰田 | Technical method for finishing vertical lifting in integral translation process of building |
| CN104074370A (en) * | 2014-07-14 | 2014-10-01 | 江苏南方城建设计咨询有限公司 | Whole brick-concrete structure building river crossing horizontally-moving method and special underpinning device for whole brick-concrete structure building river crossing horizontally-moving method |
| CN105839945A (en) * | 2016-03-22 | 2016-08-10 | 中国建筑第八工程局有限公司 | Indoor confined space large scale cultural relic ruin translation method and device |
| CN113279605A (en) * | 2021-06-09 | 2021-08-20 | 广州市鲁班建筑科技集团股份有限公司 | Ancient tomb bottom structure for integrally translating ancient tombs and construction method |
| CN115726601A (en) * | 2022-12-06 | 2023-03-03 | 华侨大学 | Device for moving building |
-
1999
- 1999-01-18 CN CN 99200367 patent/CN2375704Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956466A (en) * | 2010-09-13 | 2011-01-26 | 董兰田 | Technical method for finishing vertical lifting in integral translation process of building |
| CN104074370A (en) * | 2014-07-14 | 2014-10-01 | 江苏南方城建设计咨询有限公司 | Whole brick-concrete structure building river crossing horizontally-moving method and special underpinning device for whole brick-concrete structure building river crossing horizontally-moving method |
| CN104074370B (en) * | 2014-07-14 | 2016-05-18 | 陈�胜 | A kind of building with brick-concrete structure entirety cross the river shift method and special support changing device thereof |
| CN105839945A (en) * | 2016-03-22 | 2016-08-10 | 中国建筑第八工程局有限公司 | Indoor confined space large scale cultural relic ruin translation method and device |
| CN105839945B (en) * | 2016-03-22 | 2017-11-10 | 中国建筑第八工程局有限公司 | The shift method and device of the large-scale cultural sight of indoor restricted clearance |
| CN113279605A (en) * | 2021-06-09 | 2021-08-20 | 广州市鲁班建筑科技集团股份有限公司 | Ancient tomb bottom structure for integrally translating ancient tombs and construction method |
| CN115726601A (en) * | 2022-12-06 | 2023-03-03 | 华侨大学 | Device for moving building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |