CN105133856B - A kind of method that integral shift is carried out to building using assembled trailer - Google Patents
A kind of method that integral shift is carried out to building using assembled trailer Download PDFInfo
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- CN105133856B CN105133856B CN201510501396.2A CN201510501396A CN105133856B CN 105133856 B CN105133856 B CN 105133856B CN 201510501396 A CN201510501396 A CN 201510501396A CN 105133856 B CN105133856 B CN 105133856B
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Abstract
The present invention relates to a kind of method that integral shift is carried out to building using assembled trailer, calculate when building is completely placed on trailer chassis, building and underpinning structure are applied to the difference of the top lift of the vertical load and corresponding jack pair building at each jack of trailer chassis, and placing counterweight at corresponding jack on trailer chassis balances the difference.Because trailer is one to the top lift of building along the equally distributed power of trailer chassis, holding power to building is uniform, and the construction of building is different, so the power being applied on trailer chassis diverse location is different, so the resultant direction that building different parts are subject to is different, it is easy for shear stress occur in the inside of building, increase counterweight by being applied to the less position of trailer chassis load in building in the present invention, so that trailer chassis is by uniform downward pressure, and then eliminate the shear stress of interior of building, avoid infringement of the shear stress to building, realize the purpose of safety displacement.
Description
Technical field
The present invention relates to a kind of civil construction field, and in particular to a kind of that overall shifting is carried out to building using assembled trailer
The method of position.
Background technology
At present, building moving technology be by existing building integral shift to new address, solve in urban development remove and
Contradiction between reservation, protects the historical building of antique value.Build, before building moving, need for tall and big displacement
Underpined by structure and block superstructure with basis, make the load transfer of superstructure to underpinning structure, underpinning structure with
Running gear (roller bearing, sliding block or coaster) is laid between track, Collapsible building is formed, is then moved in place by draw-gear
Position.This method needs basis and track being routed to new address always from former address, and mobile distance is more remote, the expense laid
It is higher, and basis and track can be abandoned without causing huge waste after shifting.Construction basis can be avoided using trailer displacement
And track, it is suitable for the building displacement of long range, but by trailer bearing capacity and road limit for height, limit for width etc., be suitable only for
The building displacement of bottom and small volume.Because the displacement of existing trailer lacks exclusive trail car equipment, and set more using loading industry
Standby trailer, then has building and trailer.Particularly when building floor space is larger, it is necessary to several
During trailer assembly transport, it may appear that the top lift of the vertical load of building different parts and trailer corresponding site is inconsistent, in
It is to cause to produce additional shear stress in building supporting member, the cracking destruction of component can be caused when serious.
The problem of existing for assembled trailer building moving, invents a kind of building for meeting trailer jacking loading characteristic
Displacement method is very necessary.
The content of the invention
The purpose of the present invention is to overcome above-mentioned the deficiencies in the prior art to enter there is provided one kind using assembled trailer to building
The method of row integral shift, on the basis of analysis building vertical load size and bang path, by increasing counterweight with dragging
Roof lift is balanced each other, and reduces the additional shear stress in supporting member, and building is shifted with many trailer safe transports to realize
Purpose.
To achieve the above object, the present invention uses following technical proposals：
A kind of method that integral shift is carried out to building using assembled trailer, comprises the following steps：For displacement building
Construction underpinning structure, after the basis of underpinning structure lower end is blocked, will shift building and its underpinning structure moves and is placed on several
Side by side on the trailer chassis of trailer, calculate displacement building and underpinning structure is applied to erecting at each jack of trailer chassis
To the difference of load and the top lift of corresponding jack pair building, counterweight is placed at corresponding jack on trailer chassis
The difference is balanced, to eliminate the shear stress of displacement interior of building.
The method that integral shift is carried out to building using assembled trailer, specifically includes following steps：
1) basis of displacement building is excavated, and is constructed underpinning structure at the top of the basis of displacement building；
2) with underpinning structure described in jack support top and displacement building, until the lower section of underpinning structure can lay trailer
Afterwards, building is blocked with basis along the bottom of underpinning structure；
3) several trailers are started to underpinning structure, sequenced side by side, the jack jacking of trailer chassis makes to underpin
Structure is integrally contacted with trailer chassis；
4) calculate when building is completely placed on trailer chassis, building and underpinning structure are applied to trailer chassis
The difference of vertical load and the top lift of corresponding jack pair building at each jack, close to corresponding on trailer chassis
Counterweight is placed at jack and balances the difference；
5) jack is removed, building is moved to by new address from old site by trailer, makes basis and displacement building at new address
Vertical load-carrying members it is corresponding；
6) use after underpinning structure described in jack support top, remove counterweight, and remove trailer, by new address basis and underpinning structure
Between space tamp after, remove jack；
7) earthwork is backfilled, new address basis is filled, recovers ground.
It is preferred that, step 1) in, the depth of the foundation excavation is more than the height of trailer chassis.So can be by trailer
Chassis row realizes the integral shift to building to the lower section of building.Due to the mistake being placed in building on trailer chassis
The movement of building is not resulted in journey, it is to avoid the infringement that the motion of building is caused to building.
It is preferred that, step 1) in, the width of the underpinning structure is the integer multiple relation of trailer width, and underpinning structure is
Armored concrete underpinning structure.The width of underpinning structure is the integer multiple relation of trailer width, can be by the entirety of building
Weight is uniformly distributed on different trailers, and while mitigating trailer-load, the stress " chassis " of building is larger, more can be more
Support conduct is played to building well, stability of the building in shifting process is added.
It is preferred that, step 3) in, it is fixedly connected between the chassis of several trailers.What trailer chassis was fixedly connected
Words, will increase the uniformity of the motion between trailer chassis, it is to avoid the relative motion between trailer chassis is caused to building
Infringement.
It is preferred that, step 3) in, the counterweight is iron block.
It is preferred that, step 5) in, the height on new address basis is no more than the head room of trailer chassis.When trailer is by its chassis
When running on the basis of new address, the underpinning structure of building will not touch that building is newly basic, facilitate driving into for trailer, more
Convenient use jack unloads building building again jack-up from trailer chassis.
It is further preferred that step 6) in, space concrete or cement mortar between new address basis and underpinning structure
Tamp, displacement building is formed overall with new address basis.Displacement building and new address basis are filled with an entirety, make base
Plinth plays support force to building, make building stability, firmly after, jack can be removed.
The beneficial effects of the invention are as follows：
1st, the present invention realizes building moving using common trailer, it is not necessary to manufacture and design special displacement trailer.Only
Lease expenses is needed, and saves the expense for manufacturing and designing exclusive trail car.Length and width due to displacement building etc. is because of engineering
Different differences are also very big, and the exclusive trail car of design and manufacture can not adapt to all kinds of engineerings, use the mode of assembled trailer can be with
According to specific requirement of engineering, the arrangement mode of the different trailer quantity of setting and trailer, so the displacement method of the present invention
Applicability is wider；
2nd, due to trailer be to the top lift of building one along the equally distributed power of trailer chassis, the support to building
Power is uniform, and the construction of building is different, so the power being applied on trailer chassis diverse location is different, so building
The power that different parts are subject to is uneven, is easy for shear stress occur in the inside of building, goes equilibrant force difference.Lead in the present invention
Cross and be applied to the less position increase counterweight of trailer chassis load in building, so that trailer chassis is by uniform downward pressure
Power, and then eliminate the shear stress of interior of building, it is to avoid infringement of the shear stress to building, realizes the mesh of safety displacement
's.
Brief description of the drawings
Fig. 1 is the front view of building before displacement；
Fig. 2 is the side view of building before displacement；
Fig. 3 is the structural representation of jack support top underpinning structure；
Fig. 4 is that trailer is started to front view during underpinning structure lower section；
Fig. 5 is that trailer is started to side view during underpinning structure lower section；
Fig. 6 is structural representation when underpinning structure is integrally contacted with trailer chassis；
Fig. 7 is the structural representation that trailer moves building；
Fig. 8 is on the basis of new address, again with the structural representation of jack support top underpinning structure；
Fig. 9 is the structural representation after trailer is removed on the basis of new address；
Figure 10 is the structural representation after the space on new address basis and displacement building is tamped；
Figure 11 is that new address basis landfill recovers the structural representation behind ground.
In figure, 1, displacement building, 2, underpinning structure, 3, former address basis, 4, screw jack, 5, trailer chassis, 6, oil
Press jack.
Embodiment
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
Fig. 1 and Fig. 2 is the structural representation for shifting building 1 before displacement.
Trailer shifted versions are as follows：
(1) the former address basis 3 of displacement building 1 is excavated, cutting depth is more than trailer height.
(2) displacement building 1 basic 3 tip positions in former address along skin and interior wall both sides construction reinforced bar coagulation
Native underpinning structure 2, as the stress " chassis " of the building moving, as shown in Figure 3.
(3) with multiple screw jack 4 along the both sides support top underpinning structure 2 of underpinning structure 2 and displacement building 1, until support
Trailer can be laid by changing the lower section headroom of structure 2 and displacement building 1.
(4) building is blocked with former address basis 3 along the bottom of underpinning structure 2.
(5) the transversely attached trailer side by side in chassis is started to the lower section of underpinning structure 2.The hydraulic jack of trailer chassis 5
Jacking, makes underpinning structure 2 and the overall contact of trailer chassis 5, as shown in Figure 4 and Figure 5.
(6) according to the result of structural stress analysis and the top lift of the hydraulic jack 6 of trailer chassis 5, calculating obtains very heavy
Building and the weight of underpinning structure 2 are produced at topmast top vertical force and the difference of the top lift of hydraulic jack 6.Place iron block
The difference is balanced etc. counterweight.
(7) screw jack 4 for supporting underpinning structure 2 is unloaded, bounced back, remove screw jack 4, as shown in Figure 6.
(8) trailer is moved, and displacement building 1 is moved into new address from old site, as shown in Figure 7.
(9) in new address earth excavation, the new address basis of building constructure.The position on new address basis and displacement building 1
The position of vertical supporting member (wall or post) is corresponding, and the head room of trailer chassis 5 is not to be exceeded in the height on new address basis.
(10) building is moved on to by new address by trailer, made above and below the vertical supporting member that basis is built with displacement at new address
Correspondence.
(11) again with screw jack 4 along wall both sides support top underpinning structure 2, the counterweights such as iron block are removed, such as Fig. 8 institutes
Show.
(12) hydraulic jack 6 of trailer chassis 5 is unloaded, and removes trailer, as shown in Figure 9.
(13) by the space between new address basis and underpinning structure 2, tamped with concrete or cement mortar, build displacement
Thing 1 forms overall with new address basis, removes screw jack 4, as shown in Figure 10.
(14) earthwork is backfilled, new address basis is filled, recovers ground, as shown in figure 11.
Embodiment
The old villa of road Republic of Jinan eight, because reconstruction of the old city town reason need to migrate the Shandong University Building to outside 30 kilometers
In campus.According to building is lightweight, highly small and remote translocation distance the characteristics of, the scheme for having selected trailer to shift.
15 meters of the length of old villa, it is wide 9 meters, 320 tons are weighed about, is shifted using the wide trailers for loading industrial equipment of 2 4m.
It is vertical at each jack of trailer according to being applied to of producing of building at trailer jack support top and underpinning structure weight
Load and difference of the trailer jack to the top lift of building, lay on the trailer chassis near corresponding jack
15KN iron block is balanced, and the counterweight such as iron block is arranged in the partially light position of the weight such as villa porch.
Although above-mentioned the embodiment of the present invention is described with reference to accompanying drawing, not to invention protection domain
Limitation, one of ordinary skill in the art should be understood that on the basis of technical scheme those skilled in the art are not required to
Pay various modifications or deform still within the scope of the present invention that creative work can make.
Claims (5)
1. a kind of method that integral shift is carried out to building using assembled trailer, it is characterised in that：Specifically include following steps：
1) basis of displacement building is excavated, and is constructed underpinning structure at the top of the basis of displacement building, underpinning structure is steel
Reinforced concrete underpinning structure；The width of underpinning structure is the integer multiple relation of trailer width；
2) built with underpinning structure described in jack support top and displacement, until the lower section of underpinning structure can be laid after trailer, edge
The bottom for underpinning structure blocks building with basis；
3) several trailers are started to underpinning structure, sequenced side by side, the hydraulic jack jacking of trailer chassis makes to underpin
Structure is contacted with trailer chassis, is fixedly connected between the chassis of several trailers；
4) calculate when building is completely placed on trailer chassis, building and underpinning structure are applied to each of trailer chassis
The difference of vertical load and the top lift of corresponding jack pair building at jack, close to corresponding very heavy on trailer chassis
Counterweight is placed at top and balances the difference；
5) jack is removed, building is moved to by new address from old site by trailer, is made basic perpendicular with displacement building at new address
Corresponding to load-carrying members, the height on new address basis is no more than the head room of trailer chassis；
6) use after underpinning structure described in jack support top, remove counterweight, and remove trailer, by between new address basis and underpinning structure
Space tamp after, remove jack；
7) earthwork is backfilled, new address basis is filled, recovers ground.
2. the method according to claim 1 that integral shift is carried out to building using assembled trailer, it is characterised in that：Step
It is rapid 1) in, the depth of the foundation excavation is more than the height of trailer chassis.
3. the method according to claim 1 that integral shift is carried out to building using assembled trailer, it is characterised in that：Step
It is rapid 3) in, be hinged between the chassis of several trailers.
4. the method according to claim 1 that integral shift is carried out to building using assembled trailer, it is characterised in that：Step
It is rapid 3) in, the counterweight be iron block.
5. the method according to claim 1 that integral shift is carried out to building using assembled trailer, it is characterised in that：Step
It is rapid 6) in, new address basis underpinning structure between space tamped with concrete or cement mortar, make displacement building and new address
Basis forms overall.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510501396.2A CN105133856B (en) | 2015-08-14 | 2015-08-14 | A kind of method that integral shift is carried out to building using assembled trailer |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510501396.2A CN105133856B (en) | 2015-08-14 | 2015-08-14 | A kind of method that integral shift is carried out to building using assembled trailer |
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| CN105133856A CN105133856A (en) | 2015-12-09 |
| CN105133856B true CN105133856B (en) | 2017-10-13 |
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Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457383B (en) * | 2018-05-14 | 2019-11-15 | 武大巨成结构股份有限公司 | A kind of building synchronization of jacking up shift unit |
| CN108518081B (en) * | 2018-05-14 | 2019-11-15 | 武大巨成结构股份有限公司 | A kind of construction method increasing the cell underground space newly using synchronization of jacking up shift unit |
| EE05827B1 (en) * | 2018-05-29 | 2020-10-15 | Lasse Ojanen | Lifting device set and its use |
| CN109083442B (en) * | 2018-10-15 | 2020-10-23 | 北京建工四建工程建设有限公司 | Construction method of dynamic load bearing structure during butt joint of existing building and newly-built foundation |
| CN110565982A (en) * | 2019-09-23 | 2019-12-13 | 山东建筑大学 | Trailer climbing building displacement method |
| CN111608424A (en) * | 2020-05-29 | 2020-09-01 | 福建省闽鑫建设工程有限公司 | Method for integrally shifting building by using assembly trailer |
| CN113638617B (en) * | 2021-08-06 | 2023-03-28 | 山东建筑大学 | Method for underground layer-adding during trailer shifting |
| CN113802879A (en) * | 2021-09-23 | 2021-12-17 | 山东建筑大学 | Trailer jacking building displacement method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101793099A (en) * | 2010-03-26 | 2010-08-04 | 董兰田 | Whole translation supporting plate creeper truck of building |
| CN201712527U (en) * | 2010-05-20 | 2011-01-19 | 中国铁道科学研究院运输及经济研究所 | 100m long welded rail transporting rectangular scheme loading and strengthening device |
| CN203419495U (en) * | 2013-06-04 | 2014-02-05 | 杭州红箭电器制造有限公司 | Modular universal idler wheel table and universal conveying table |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090026430A1 (en) * | 2007-07-27 | 2009-01-29 | Simplified Lifting Systems, Llc | Lifting and cribbing systems |
-
2015
- 2015-08-14 CN CN201510501396.2A patent/CN105133856B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101793099A (en) * | 2010-03-26 | 2010-08-04 | 董兰田 | Whole translation supporting plate creeper truck of building |
| CN201712527U (en) * | 2010-05-20 | 2011-01-19 | 中国铁道科学研究院运输及经济研究所 | 100m long welded rail transporting rectangular scheme loading and strengthening device |
| CN203419495U (en) * | 2013-06-04 | 2014-02-05 | 杭州红箭电器制造有限公司 | Modular universal idler wheel table and universal conveying table |
Non-Patent Citations (1)
| Title |
|---|
| 浅谈工程结构平移技术的发展;裴振宇等;《黑龙江科技信息》;20091231(第7期);第276页 * |
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