CN102425312A - Building translational device - Google Patents
Building translational device Download PDFInfo
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- CN102425312A CN102425312A CN2011104110416A CN201110411041A CN102425312A CN 102425312 A CN102425312 A CN 102425312A CN 2011104110416 A CN2011104110416 A CN 2011104110416A CN 201110411041 A CN201110411041 A CN 201110411041A CN 102425312 A CN102425312 A CN 102425312A
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Abstract
The invention discloses a building translational device, which comprises a lower track girder, an upper track girder and a rolling device which is arranged between the upper track girder and the lower track girder, the upper track girder, original two layers of beams and a plurality of original columns form a plurality of rectangular cavities, a steel pipe is fixed between the original two layers of beams and the upper track girder, so a truss structure is formed on a first floor of the building, and the first floor of the building is equivalent to the entire upper track girder. Due to the adoption of the building translational device, not only can the damage of the building be avoided during the translational process, is the translational safety of the building enhanced, but also the earthquake resistance of the building after being horizontally moved is better than that of the building before the translation, the translational period is short, and the expense is low.
Description
Technical field
The present invention relates to a kind of translating device, refer in particular to a kind of can translation the bigger building translation apparatus of deadweight.
Background technology
Along with development and national economy; The building of increasing framework or frame shear wall structure needs translation, but because of the building major part of the type is to build after the eighties in last century, the number of plies of building is more; The deadweight of building is bigger, has brought certain degree of difficulty for the translation of building.
Existing main translating device is generally that thick and heavy steel bar concrete beam type gets on the right track or thick and heavy steel bar concrete stub formula gets on the right track translating device, its major defect shows:
1. the mechanics stress system is complicated, is easy to generate engineering accident.Receive the influence of building self again than the size of the member of big and structure because of the load of floor; Translation structure is difficult to satisfy corresponding safety stock requirement in design; The stressed complicacy of translation structure in the translation work progress; Stress constantly changes, and the destroyed risk of translation structure is bigger, and is totally unfavorable to the translation of building.
2. under high load situation; In order to satisfy the minimum safety requirements of translation structure, the beam that gets on the right track of existing translating device generally all can exceed the terrace of existing building, uses for satisfying; After putting in place, translation need to remove thick and heavy steel bar concrete get on the right track beam or stub; Dismounting work had not only increased duration, expense, but also had reduced the integral rigidity and the degree of safety of building, removed the duration to account for 2/5 of total duration, and demolition cost accounts for 1/5 of total cost.
3. existing scheme is promoted difficulty in engineering big, and because of the most of project of existing translating device all is a cast-in-situ reinforced concrete, the steel content of translation structure is big, and concrete is poured into a mould, the maintenance difficulty is big, can't construct by tool, is difficult in engineering, promoting.
Summary of the invention
The purpose of this invention is to provide a kind of building translation apparatus that has, it can overcome the deficiency of prior art, avoids building in the process of translation, to be damaged, and strengthens the safety of building translation.
The present invention is achieved in that
A kind of building translation apparatus, it includes the lower railway beam, the beam that gets on the right track reaches at the said tourelle that gets on the right track between beam and the said lower railway beam, between the first floor of said get on the right track beam and building, forms trussed construction.
Preferably; Said trussed construction includes former two layers of beam, is located at said a plurality of former post and a plurality of steel pipe that gets on the right track between beam and the said former two layers of beam; The said beam that gets on the right track, said former two layers of beam and a plurality of said former post form the cavity of a plurality of rectangles, and said steel pipe is fixed in said former two layers of beam and said getting on the right track between the beam.
Utilize former two layers of beam of building self, the former post of the get on the right track beam and the first floor; And through setting up the first floor formation trussed construction that steel pipe makes building; Be equivalent to the first floor of building wholely, avoid building stress effect and being damaged in the process of translation as the beam that gets on the right track.
Preferably, be fixed with two said steel pipes in each said cavity, and the upper end of said steel pipe is fixed in the junction of said former two layers of beam and said former post, the lower end of said steel pipe is fixed on the said beam that gets on the right track.
For the stress of said steel pipe in the junction of said former post and said former two layers of beam can be reached synchronously, said steel pipe is the adjustable in length steel pipe.
For the load that makes the said former post of the building first floor can be changed; The lower end that is positioned at the said former post of the first floor is provided with first self-locking device; Said first self-locking device is surrounded on the periphery of said former post, and said first self-locking device is enclosed in the said beam that gets on the right track; In like manner, can be changed for the load of the said former post that makes two layers in building, the lower end that is positioned at two layers said former post is provided with second self-locking device, and said second self-locking device is surrounded on the periphery of said former post.
Preferably, said first self-locking device and said second self-locking device be shaped as up big and down small round table-like.Said first self-locking device and said second self-locking device all are to process according to the principle of locking phenomenon.
Preferably, said second self-locking device includes housing, and said housing is surrounded on the periphery of said former post, and circularizes cavity with said former cylindricality, is filled with filler in the said toroidal cavity; In this preferred embodiment, the material of said housing is a shaped steel, and said filler is polymer concrete or mortar.When building translation to destination locations, behind the said housing that the shaped steel of dismantling is processed, directly knock out said filler and get final product.
Preferably, the steel bar concrete that said first self-locking device forms for cast, and when cast forms said steel bar concrete, in concrete, add dowel.When building translation to destination locations; Need not remove said first self-locking device; Can be with the terrace of the building of said first self-locking device after as translation, directly be embedded in underground, the trouble of not only removing dismounting from; And improved the globality of building, the antidetonation stress performance before making building after the translation than translation is better.
For the ease of the installation and the dismounting of said steel pipe, the two ends of said steel pipe adopt the flange ways of connecting to fix.
The present invention compared with prior art has following beneficial effect:
1. utilize the structure feature of original building self; And combine steel pipe, first self-locking device and second self-locking device to make the first floor of building form tall and big trussed construction; The safety factor of building translation apparatus is guaranteed; When carrying out building translation, the safety problem that can not cause because of building translation apparatus.
2. according to the stressed principle and the locking phenomenon of trussed construction; Said trussed construction, said first self-locking device and said second self-locking device are cooperated, thereby, the thickness of the said beam that gets on the right track can be shortened; Duration and expense that translation engineering is built the said beam that gets on the right track have in earlier stage not only been saved; And saved after the translation engineering completion, removed the duration and the expense of the said beam that gets on the right track, and can make the anti-seismic performance behind the building translation be superior to the preceding anti-seismic performance of translation.
3. what the present invention adopted is the tool pattern, and difficulty of construction reduces, and has saved human cost; Simultaneously, construction receives the factor of external interference less, and the construction period is controlled fully, avoids building to be destroyed because of stressed problem, thus the translation duration by the phenomenon that constantly prolongs, but compare the nearly half the time of reduction of erection time with the similar engineering construction cycle.
4. made full use of the member of building self, and adopted the member of a plurality of tool-types, mounting or dismounting are convenient, can realize reusing.
Description of drawings
Fig. 1 is a building translation apparatus structural representation of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing embodiments of the invention are elaborated:
As shown in Figure 1; Building translation apparatus of the present invention; It includes lower railway beam 1, the beam 2 that gets on the right track reaches at the said tourelle 3 that gets on the right track between beam 2 and the said lower railway beam 1; Between the first floor of said get on the right track beam 2 and building, form trussed construction, wherein, said tourelle 3 is a roller bearing.After the former post of building and former basis cut, adopt concrete to be connected to form said lower railway beam 1 at the interval between a plurality of former bases.The said construction method that gets on the right track beam 2 and said lower railway beam 1 has belonged to prior art, and the present invention repeats no more at this.
Said trussed construction includes former two layers of beam 4, is located at said a plurality of former post 5 and a plurality of steel pipe 6 that gets on the right track between beam 2 and the said former two layers of beam 4; The said beam 2 that gets on the right track, said former two layers of beam 4 and a plurality of said former posts 5 form the cavity of a plurality of rectangles, and said steel pipe 6 is fixed in said former two layers of beam 4 and said getting on the right track between the beam 2; The cavity of rectangle promptly is meant the room here, promptly in each room of the first floor, forms an independent rectangle truss, and the first floor of whole building is the big truss that a plurality of truss add up and form; Utilize said former two layers of beam 4 of building self, the said former post 5 of said the get on the right track beam 2 and the first floor; And through setting up the first floor formation trussed construction that said steel pipe 6 makes building; Be equivalent to the first floor of building wholely, avoid building stress effect and being damaged in the process of translation as the beam that gets on the right track.
In this preferred embodiment, be fixed with two said steel pipes 6 in each said cavity, and the upper end of said steel pipe 6 is fixed in the junction of said former two layers of beam 4 and said former post 5, the lower end of said steel pipe 6 is fixed on the said beam 2 that gets on the right track; Preferred said steel pipe 6 is the adjustable in length steel pipe.For the ease of dismantling said steel pipe 6; Said former two layers of beam 4 and the junction that is positioned at the said former post 5 of the first floor build up by concrete a pair of relative on fixed station 7; Said upward fixed station 7 is triangular taper, and should be positioned at the same side in said room to said upward fixed station 7; The center of said cavity (and room) is provided with a following fixed station 8, said fixed station 8 down be shaped as rectangular pyramid shape; Fixed station 7 and saidly be equipped with preset flange on the fixed station 8 down on said, the two ends of said steel pipe 6 also are provided with the steel pipe flange dish, when fixing said steel pipe 6, will said preset flange and the connection of said steel pipe flange dish through bolt.
For the load on the said former post 5 that makes the building first floor can be changed; The lower end that is positioned at the said former post 5 of the first floor is provided with first self-locking device 9; Said first self-locking device 9 is surrounded on the periphery of said former post 5, and said first self-locking device is enclosed in the said beam that gets on the right track; In like manner, can be changed for the load on the said former post 51 of two layers in building, the lower end that is positioned at two layers said former post 51 is provided with second self-locking device 10, and said second self-locking device 10 is surrounded on the periphery of said former post 51.Wherein, said first self-locking device 9 and said second self-locking device 10 is shaped as up big and down small round platform.Said first self-locking device 9 and said second self-locking device 10 all are to process according to the principle of locking phenomenon.
Said second self-locking device 10 includes housing, and said housing 11 is surrounded on the periphery of said former post 51, and forms toroidal cavity with said former post 51, is filled with filler 12 in the said toroidal cavity; In this preferred embodiment, the material of said housing 11 is a shaped steel, and said filler 12 is polymer concrete or mortar.When building translation to destination locations, behind the said housing 11 that the shaped steel of dismantling is processed, directly knock out said filler 12 and get final product.
The steel bar concrete that said first self-locking device 9 forms for cast, and when cast forms said steel bar concrete, in concrete, add dowel, strengthen the intensity of said first self-locking device 9.When building translation to destination locations; Need not remove said first self-locking device 9; Can be with the terrace of said first self-locking device 9 as the building after the translation, directly be embedded in underground, the trouble of not only removing dismounting from; And improved the globality of building, the antidetonation stress performance before making building after the translation than translation is better.
More than be merely specific embodiment of the present invention, do not limit protection scope of the present invention with this; Any replacement and the improvement on the basis of not violating the present invention's design, done all belong to protection scope of the present invention.
Claims (10)
1. building translation apparatus, it includes the lower railway beam, the beam that gets on the right track and at the said tourelle that gets on the right track between beam and the said lower railway beam, it is characterized in that, between the first floor of said get on the right track beam and building, forms trussed construction.
2. building translation apparatus as claimed in claim 1; It is characterized in that; Said trussed construction includes former two layers of beam, is located at said a plurality of former post and a plurality of steel pipe that gets on the right track between beam and the said former two layers of beam; The said beam that gets on the right track, said former two layers of beam and a plurality of said former post form the cavity of a plurality of rectangles, and said steel pipe is fixed in said former two layers of beam and said getting on the right track between the beam.
3. building translation apparatus as claimed in claim 2; It is characterized in that; Be fixed with two said steel pipes in each said cavity, and the upper end of said steel pipe is fixed in the junction of said former two layers of beam and said former post, the lower end of said steel pipe is fixed on the said beam that gets on the right track.
4. building translation apparatus as claimed in claim 2 is characterized in that, said steel pipe is the adjustable in length steel pipe.
5. building translation apparatus as claimed in claim 2; It is characterized in that; The lower end that is positioned at the said former post of the first floor is provided with first self-locking device, and said first self-locking device is surrounded on the periphery of said former post, and said first self-locking device is enclosed in the said beam that gets on the right track; The lower end that is positioned at two layers said former post is provided with second self-locking device, and said second self-locking device is surrounded on the periphery of said former post.
6. building translation apparatus as claimed in claim 5 is characterized in that, being shaped as of said first self-locking device and said second self-locking device is up big and down small round table-like.
7. building translation apparatus as claimed in claim 6 is characterized in that, said second self-locking device includes housing, and said housing is surrounded on the periphery of said former post, and circularizes cavity with said former cylindricality, is filled with filler in the said toroidal cavity.
8. building translation apparatus as claimed in claim 7 is characterized in that, the material of said housing is a shaped steel, and said filler is polymer concrete or mortar.
9. building translation apparatus as claimed in claim 6 is characterized in that, the steel bar concrete that said first self-locking device forms for cast, and when cast forms said steel bar concrete, in concrete, add dowel.
10. building translation apparatus as claimed in claim 3 is characterized in that, the two ends of said steel pipe adopt the flange ways of connecting to fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104110416A CN102425312A (en) | 2011-12-12 | 2011-12-12 | Building translational device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104110416A CN102425312A (en) | 2011-12-12 | 2011-12-12 | Building translational device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102425312A true CN102425312A (en) | 2012-04-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011104110416A Pending CN102425312A (en) | 2011-12-12 | 2011-12-12 | Building translational device |
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| CN (1) | CN102425312A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1129765A (en) * | 1995-07-27 | 1996-08-28 | 董显枢 | New technology of moving buildings horizontally |
| CN2366487Y (en) * | 1998-06-10 | 2000-03-01 | 高继良 | Equipment for parallel removing of whole building |
| CN2440893Y (en) * | 2000-08-16 | 2001-08-01 | 广州市鲁班建筑防水补强专业公司 | Apparatus for unitary horizontal movement of construction |
| JP2001262595A (en) * | 2000-03-22 | 2001-09-26 | Kajima Corp | Building construction method of underground building frame |
| CN2813778Y (en) * | 2005-07-26 | 2006-09-06 | 李青哲 | Monolithic building translational apparatus |
-
2011
- 2011-12-12 CN CN2011104110416A patent/CN102425312A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1129765A (en) * | 1995-07-27 | 1996-08-28 | 董显枢 | New technology of moving buildings horizontally |
| CN2366487Y (en) * | 1998-06-10 | 2000-03-01 | 高继良 | Equipment for parallel removing of whole building |
| JP2001262595A (en) * | 2000-03-22 | 2001-09-26 | Kajima Corp | Building construction method of underground building frame |
| CN2440893Y (en) * | 2000-08-16 | 2001-08-01 | 广州市鲁班建筑防水补强专业公司 | Apparatus for unitary horizontal movement of construction |
| CN2813778Y (en) * | 2005-07-26 | 2006-09-06 | 李青哲 | Monolithic building translational apparatus |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
| 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 |
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Application publication date: 20120425 |