CN2813778Y - Monolithic building translational apparatus - Google Patents
Monolithic building translational apparatus Download PDFInfo
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- CN2813778Y CN2813778Y CN 200520091957 CN200520091957U CN2813778Y CN 2813778 Y CN2813778 Y CN 2813778Y CN 200520091957 CN200520091957 CN 200520091957 CN 200520091957 U CN200520091957 U CN 200520091957U CN 2813778 Y CN2813778 Y CN 2813778Y
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Abstract
The utility model belongs to the field of the position translation of a building or a structure and particularly relates to an integral translation device for a building or a structure. The utility model comprises a track girder (3), a running system (2) arranged on the track girder (3), a power system and an elastic concrete girth system (1) which is fixedly connected with the lower part of a main body of a building. The utility model is characterized in that a linking beam (5) is arranged in the elastic concrete girth system (1); a burden system is arranged on the linking beam (5); a closed bending and shearing reinforcing bar (6) is arranged between the elastic concrete girth system (1) and the lower part of the main body of the building; the burden system is composed of a plurality of burden units; each of the burden units comprises a burden post A (7), a burden post B (8), a sway rod C (9) and a sway rod D (10). The utility model has simple structure, low cost, convenient material acquisition and low construction difficulty and saves construction investment.
Description
Technical field
The utility model belongs to building position translation field, particularly a kind of building integrated translation device.
Background technology
Continuous expansion along with the urban architecture scale; urban renewal; the input of road widening and infrastructure project is also correspondingly increasing; influence is built, indicate the urban development cultural connotation modern times or ancient times overlooking building, carry out that destructive to remove loss very big; short or protected building is by integral translation for some building time limits; both can keep original building, save the input of removing newly-built fund, can receive good social benefit again.
Fixed buildings or structure have the big and quality of volume and heavily wait characteristic, it is carried out integral translation is difficult to realize with existing lifting or carrying mechanism, so, should select specific method and device as the case may be for use to the translation of fixed buildings or structure.China Construction Industry Press in April nineteen eighty-three publish " 22 chapters the 8th joint " migration of works " in the Foundation Design handbook has been done more detailed introduction, the technology that its adopts is to be provided with and to be used to hold up whole concrete or shaped steel joist that moves thing in the migration owner body zone that is connected with former basis, the joist bottom is provided with round roller bar system and the rail beam of walking track is provided for circle roller bar system, and the dynamical system that is used for mobile building, generally this dynamical system generally adopts hydraulic jack or tractor.91106695.0, " industry and civilian construction conveying method " patent application, the method that this patent application provides is that the old pedestal of the building of need resettlements is changed movably new pedestal, is pouring into slideway then under new pedestal, make building along slideway by pushing tow progressively to newly-designed position.Though this method can make building moving to the new address, to make slideway basis newly because it relates to, and under new basis, pour into slideway, and the lubricating layer supervisor is set, program is complicated expensive big, even surpasses the cost of original building.
Above-mentioned moving apparatus can only be applicable to the migration thing of low story frame structure or brick mix structure generally, and for high level, particularly the migration for the multispan high-rise frame structure then is difficult to realize bulk migration.At first, the load of every support column of multispan high-rise frame structure migration thing is the hundreds of ton at least, several at most kilotons, and heavy support column easily makes joist subside or ruptures as simply holding up with concrete or shaped steel joist, causes unthinkable consequence; And at present also be difficult to find the joist that can hold up heavy like this thing; Secondly,, but the migration thing can not be formed the whole machine balancing system, when push-and-pull migration thing, be difficult to each position of migration thing is all imposed uniform power, may cause the fracture of migration owner body with conventional device even joist can hold up support column.Promptly use the migration thing of the high-rise brick mix structure of this kind device migration, also be prone to above-mentioned phenomenon of rupture.
The utility model content
It is a kind of simple in structure, with low cost that the purpose of this utility model is to provide, the building integrated translation device easily of drawing materials.
Technical solution of the present utility model can realize according to following mode: the building integrated translation device, comprise: rail beam, the elasticity concrete grit system that places running gear on the rail beam, dynamical system, fixedly connects with the building lower body part are provided with linking beam in described elasticity concrete grit system; On described linking beam, is furnished with the branch G system.
The utility model can be provided with cutting at the corresponding elasticity concrete of described building lower body part grit alliance; Be provided with closed curved, shear-steel muscle between described elasticity concrete grit system and the building lower body part; Bottom in described elasticity concrete grit system can be provided with the pressure-bearing channel-section steel.
Be the invigoration effect effect, G system was made of a plurality of minutes lotus unit in described in the utility model minute; The lotus unit comprised in described minute: divide lotus post A, divide lotus post B, hound C, hound D.
Described in the utility model minute lotus post A and divide between the lotus post B and can be furnished with fastening minute lotus brace.
As a kind of preferred version, the utility model can be furnished with prestressing in the bottom of described minute G system and divide the lotus device.Described prestressing divides the lotus device to contain: housing, place jack in the housing, place the backing plate on the jack.
The lower end of described in the utility model minute lotus post A, branch lotus post B, hound C and hound D is furnished with the pressure-bearing pad.
Dynamical system described in the utility model can contain: hydraulic jack, the pressure sensor, operating part, pressure regulator, the central processing unit that connect with described hydraulic jack; The FPDP of described hydraulic jack joins through the port of pressure regulator and central processing unit; The FPDP of described operating part and described pressure regulator join; The control port of described operating part connects the input port of hydraulic jack.
The utility model is simple in structure, and is with low cost, draws materials conveniently, and difficulty of construction is lower, has saved construction investment greatly.Increase the plane stiffness that is moved building or structure after the main body translation, improved damping, shock insulation function.
Description of drawings
Below in conjunction with the drawings and the specific embodiments the utility model is described in further detail.
Fig. 1 is the utility model overall structure schematic diagram;
Fig. 2 divides lotus part system construction schematic diagram for the utility model;
Fig. 3 be among the utility model Fig. 2 I-I to sectional view;
Fig. 4 divides lotus part analysis diagram for the utility model;
Fig. 5 is the utility model urging portion system drawing;
Fig. 6 divides lotus device overall structure schematic diagram for the utility model prestressing.
The specific embodiment
As Fig. 1, shown in Figure 3, the building integrated translation device, comprise: rail beam 3, the elasticity concrete grit system 1 that places running gear 2 on the rail beam 3, dynamical system, fixedly connects with the building lower body part are provided with linking beam 5, linking beam 51 in described elasticity concrete grit system 1; On described linking beam 5, is furnished with the branch G system.Be provided with cutting in the corresponding elasticity concrete of described building lower body part grit system 1 position; Be provided with closed curved, shear-steel muscle 6 and curved, shear-steel muscle 6` between described elasticity concrete grit system 1 and the building lower body part; Bottom in described elasticity concrete grit system 1 is provided with pressure-bearing channel-section steel 32, by the mode of stress distribution, guarantees elasticity concrete grit system 1 long-term stable operation.G system was made of a plurality of minutes lotus unit in described minute; The lotus unit comprised in described minute: divide lotus post A7, divide lotus post B8, hound C9, hound D10.Described minute lotus post A7 and divide between the lotus post B8 and be furnished with fastening minute lotus brace 12 (seeing Fig. 2, Fig. 4).Be furnished with prestressing in the bottom of described minute G system and divide lotus device 13.Described prestressing divides lotus device 13 to contain: housing 14, place jack 15 in the housing 14, place the backing plate 16 on jin top 15.Be provided with backing plate 16 in the described housing 14 and hold up mechanism 17 (as shown in Figure 6).The top of described minute G system is furnished with cushion pad 18.The lower end of described minute lotus post A7, branch lotus post B8, hound C9 and hound D10 is furnished with pressure-bearing pad 11.Described dynamical system contains: hydraulic jack 15`, the pressure sensor 20, operating part 21,22, pressure regulator 23, the central processing unit that connect with described hydraulic jack 15`; The FPDP of described hydraulic jack 15` joins through the port of pressure regulator 23 with central processing unit; The FPDP and the described pressure regulator 23 of described operating part 21,22 join; The control port of described operating part 21,22 connects the input port (as Fig. 5) of hydraulic jack 15`.
The utility model rail beam 3 can be selected for use shaped steel and steel plate to make or built by steel concrete and form.The new basis of the terminal of rail beam 3 and relocation site joins.Running gear 2 can be by interior pouring concrete, and two adds stifled round roller bar construction.Elasticity concrete grit system 1 is positioned at the top of running gear 2, and it is by cutting a hole hair to former support column 24, and operations such as tick slot are watered the elasticity concrete grit system 1 that builds up at former support column 24 peripheries.Linking beam 5 and linking beam 51 are arranged in the elasticity concrete grit system 1.Be provided with connecting reinforcement in the masonry of elasticity concrete grit system 1 and between the support column of migration thing or load bearing wall.Realize the migration of the high-rise concrete frame building of multispan safety, need be carried out vertical load and calculate moving building, the multianalysis load, make should be bolster stake by head to pin, the carrying row are clear, perform vertical load and add up, and plot figure, i.e. off-load figure.Surely divide G system by off-load figure.But cross-over configuration is divided lotus brace 12, its high-strength bolt arranged in a crossed manner between branch lotus post A7 in minute lotus unit and branch lotus post B8.Divide lotus post A7 and divide that lotus post B8's laterally be provided with horizontal anchorage bar 26.Divide the lotus unit finally to constitute the three-dimensional lotus system (as shown in Figure 4) of dividing.By said system the point load of original building is converted into linear evenly distributed load, passes in ground.After having determined, can select suitable hydraulic jack 15` and quantity thereof according to the concrete numerical value of above-mentioned load by whole loads of migration thing.27 is support component.Support component 27 can be made of the stronger microscler i iron of bearing capacity or the square bar of hollow.Each hydraulic jack 15` is equipped with input port 28 and a regulator hole 29.Hydraulic jack 15` input port 28 communicates with fuel tank 30 with operating part 21 by operating part 22.Operating part 22 can be automatic distributing valve.The pressure of operating part 21 control hydraulic jack 15`.Pressure sensor 20 places the bottom of hydraulic jack 15`.Pressure sensor 20 is sent into central processing unit with the data-signal that collects through pressure regulator 23.Central processing unit is controlled the action of hydraulic jack 15` again through operating part 22 and operating part 21 according to the data of input.Behind the quantity of determining hydraulic jack 15` according to theoretical model and pushing tow pressure, pressure and displacement initial value are input in the central processing unit, compare according to pressure sensor 20 feedback data signals, again by sending instruction to hydraulic jack 15`, make it according to final process result near theoretical value through operating part 21 and operating part 22.When the pressure of hydraulic jack 15` surpassed predetermined value, the regulator hole 29 that the workflow in it is known from experience by portion disposed thereon flow in the fuel tank 30.
Protection domain of the present utility model not only is confined to above-mentioned specific embodiments, and any employing divides the building integrated translation device of G system all should regard as to fall among the protection domain of the present utility model.
Claims (10)
1, building integrated translation device, comprise: rail beam (3), place running gear (2) on the rail beam (3), dynamical system, with the elasticity concrete grit system (1) that the building lower body part fixedly connects, it is characterized in that: in described elasticity concrete grit system (1), be provided with linking beam (5); On described linking beam (5), is furnished with the branch G system.
2, building integrated translation device according to claim 1 is characterized in that: be provided with cutting in the corresponding elasticity concrete grit system (1) of described building lower body part position; Be provided with closed curved, shear-steel muscle (6) between described elasticity concrete grit system (1) and the building lower body part; Be provided with pressure-bearing channel-section steel (32) in the bottom of described elasticity concrete grit system (1).
3, building integrated translation device according to claim 1 and 2 is characterized in that: G system was made of a plurality of minutes lotus unit in described minute; The lotus unit comprised in described minute: divide lotus post A (7), divide lotus post B (8), hound C (9), hound D (10).
4, building integrated translation device according to claim 3 is characterized in that: described minute lotus post A (7) and divide between the lotus post B (8) and be furnished with fastening minute lotus brace (12).
5, building integrated translation device according to claim 1 and 2 is characterized in that: be furnished with prestressing in the bottom of described minute G system and divide lotus device (13).
6, building integrated translation device according to claim 5 is characterized in that: described prestressing divides lotus device (13) to contain: housing (14), place jack (15) in the housing (14), place the backing plate (16) on the jack (15).
7, building integrated translation device according to claim 6 is characterized in that: be provided with backing plate (16) in the described housing (14) and hold up mechanism (17).
8, building integrated translation device according to claim 1 and 2 is characterized in that: the top of described minute G system is furnished with cushion pad (18).
9, building integrated translation device according to claim 1 and 2 is characterized in that: described minute lotus post A (7), divide the lower end of lotus post B (8), hound C (9) and hound D (10) to be furnished with pressure-bearing pad (11).
10, building integrated translation device according to claim 3, it is characterized in that: described dynamical system contains: hydraulic jack (15`), the pressure sensor (20), operating part (21,22), pressure regulator (23), the central processing unit that connect with described hydraulic jack (15`); The FPDP of described hydraulic jack (15`) joins through the port of pressure regulator (23) with central processing unit; The FPDP and the described pressure regulator (23) of described operating part (21,22) join; The control port of described operating part (21,22) connects the input port of hydraulic jack (15`).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520091957 CN2813778Y (en) | 2005-07-26 | 2005-07-26 | Monolithic building translational apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520091957 CN2813778Y (en) | 2005-07-26 | 2005-07-26 | Monolithic building translational apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2813778Y true CN2813778Y (en) | 2006-09-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 200520091957 Expired - Fee Related CN2813778Y (en) | 2005-07-26 | 2005-07-26 | Monolithic building translational apparatus |
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| CN (1) | CN2813778Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100365238C (en) * | 2006-09-13 | 2008-01-30 | 北京航空航天大学 | Air-film supported building translation apparatus |
| CN102425312A (en) * | 2011-12-12 | 2012-04-25 | 广州市鲁班建筑集团有限公司 | Building translational device |
| CN103075024A (en) * | 2012-11-09 | 2013-05-01 | 河南省建设集团有限公司 | Space truss underpinning structure with combination of steel and prestressed concrete and construction method thereof |
| CN103899097A (en) * | 2014-04-03 | 2014-07-02 | 大连久鼎特种建筑工程有限公司 | Synchronous rotating and translating track of building |
| CN104265007A (en) * | 2014-09-16 | 2015-01-07 | 四川大学 | Movable building group system and control method thereof |
| CN104499728A (en) * | 2014-12-25 | 2015-04-08 | 北京国电龙源环保工程有限公司 | Absorbing tower horizontal moving device and construction method thereof |
| CN105888292A (en) * | 2014-05-10 | 2016-08-24 | 河南省建设集团有限公司 | Frame structure building non-underpinning integral translation technology |
| 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 |
| CN110005219A (en) * | 2019-04-24 | 2019-07-12 | 上海天演建筑物移位工程股份有限公司 | A kind of building moving based on layering alternation excavation is inverse to make formula construction method |
-
2005
- 2005-07-26 CN CN 200520091957 patent/CN2813778Y/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100365238C (en) * | 2006-09-13 | 2008-01-30 | 北京航空航天大学 | Air-film supported building translation apparatus |
| CN102425312A (en) * | 2011-12-12 | 2012-04-25 | 广州市鲁班建筑集团有限公司 | Building translational device |
| CN103075024B (en) * | 2012-11-09 | 2015-04-15 | 河南省建设集团有限公司 | Space truss underpinning structure with combination of steel and prestressed concrete and construction method thereof |
| CN103075024A (en) * | 2012-11-09 | 2013-05-01 | 河南省建设集团有限公司 | Space truss underpinning structure with combination of steel and prestressed concrete and construction method thereof |
| CN103899097A (en) * | 2014-04-03 | 2014-07-02 | 大连久鼎特种建筑工程有限公司 | Synchronous rotating and translating track of building |
| CN105888292A (en) * | 2014-05-10 | 2016-08-24 | 河南省建设集团有限公司 | Frame structure building non-underpinning integral translation technology |
| CN105888292B (en) * | 2014-05-10 | 2017-12-12 | 河南省建设集团有限公司 | Frame structure building is without underpining integral translating method |
| CN104265007A (en) * | 2014-09-16 | 2015-01-07 | 四川大学 | Movable building group system and control method thereof |
| CN104265007B (en) * | 2014-09-16 | 2016-08-17 | 四川大学 | A kind of removable groups of building system and control method thereof |
| CN104499728A (en) * | 2014-12-25 | 2015-04-08 | 北京国电龙源环保工程有限公司 | Absorbing tower horizontal moving device and construction method thereof |
| CN104499728B (en) * | 2014-12-25 | 2016-05-11 | 北京国电龙源环保工程有限公司 | Absorption tower translating device and construction method thereof |
| 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 |
| CN110005219A (en) * | 2019-04-24 | 2019-07-12 | 上海天演建筑物移位工程股份有限公司 | A kind of building moving based on layering alternation excavation is inverse to make formula construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20060906 Termination date: 20110726 |