CN105735665A - Horizontal-shifting preventing method and horizontal limiting device for high-rise building jacking deviation correction - Google Patents
Horizontal-shifting preventing method and horizontal limiting device for high-rise building jacking deviation correction Download PDFInfo
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- CN105735665A CN105735665A CN201610152048.3A CN201610152048A CN105735665A CN 105735665 A CN105735665 A CN 105735665A CN 201610152048 A CN201610152048 A CN 201610152048A CN 105735665 A CN105735665 A CN 105735665A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
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Abstract
The invention relates to the field of buildings, and provides a horizontal limiting device for high-rise building jacking deviation correction. The horizontal limiting device comprises an upper limiting pier and a lower limiting pier, wherein the upper limiting pier of a reinforced concrete structure and a jacked upper structure of a building are cast together, and the lower limiting pier of a reinforced concrete structure and an original lower structure of the building are cast together. The lower end of the upper limiting pier downwards exceeds the upper end of the lower limiting pier, and a limiting gap is formed between the upper limiting pier and the lower limiting pier; an upper polystyrene foam plate, a rubber layer and a lower polystyrene foam plate are sequentially arranged in the limiting gap from top to bottom. According to a horizontal-shifting preventing method for high-rise building jacking deviation correction, the horizontal limiting device for high-rise building jacking deviation correction is adopted to prevent horizontal shifting. The invention provides the horizontal-shifting preventing method and the horizontal limiting device for high-rise building jacking deviation correction so as to effectively prevent lateral displacement which is hard to restore in the high-rise building cut-off and jacking process, and the problem that lateral displacement which is hard to restore is prone to occurrence during jacking deviation correction of high-rise buildings can be solved.
Description
Technical field
The present invention relates to building field, particularly relate to a kind of anti-horizontal shift method of skyscraper rectifying by jack up and Compact Mounts.
Background technology
Producing the building (such as house) of differential settlement, to carry out the method for correction transformation be that entirety is blocked jacking and blocked as upper and lower two parts by building, by jack jacking, the deflection that building differential settlement produces tiltedly corrects (below by block building is blocked in jacking process the upper part of two up and down formed be called former substructure being called building by jacking superstructure, lower part of building) by upper part.Tier building is affected less by horizontal wind excitation, and house blocks horizontal direction in jacking process and generally do not take spacing measure directly to construct.Along with continuing to bring out of skyscraper, skyscraper is owing to self load is big, place is complicated and the reason such as design, unreasonable construction is easily generated differential settlement.Coastal area Tall Buildings under Wind load impact is notable, and when meeting with the accidentalia such as high wind, small-sized earthquake motion in jacking process and affecting, building is susceptible to the lateral displacement being difficult to reset.
Summary of the invention
The invention provides and a kind of can effectively prevent skyscraper from blocking the anti-horizontal shift method of skyscraper rectifying by jack up of lateral displacement phenomenon and Compact Mounts being difficult to reset in jacking process, for easily producing to be difficult to the problem of lateral displacement that resets when solving skyscraper rectifying by jack up.
More than technical problem is that and solve by the following technical programs: a kind of skyscraper rectifying by jack up anti-horizontal shift method, being built upper limit pier by jacking superstructure and building lower limit pier at the former substructure built in building, upper limit pier and lower limit pier are overlapping along the vertical direction and produce the directional spreding moved horizontally along building, rubber layer is set between upper limit pier and lower limit pier so that upper limit pier is built in the process risen together can be produced to move horizontally by jacking superstructure relative to what build when moving on lower limit pier and stop jacking simultaneously in company with by jacking superstructure.
As preferably, when making upper limit pier and lower limit pier, the framework of steel reinforcement with stirrup is all set in upper limit pier and lower limit pier, stirrup is formed by being intertwined by wire twisting device distortion at the two ends of reinforcing rod, described wire twisting device includes handlebar stem and torsion bar, and one end of described torsion bar links together with handlebar stem, the other end is provided with gib head.Make stirrup is the two ends bending of hacksaw blade stuck by gib head afterwards together, then passes through handle and makes torsion bar rotate and make the two ends distortion of reinforcing rod be intertwined and form stirrup.Make during stirrup convenient and strength-saving.
As preferably, described handlebar stem is arranged with handle sleeve, the elastic adjusting mechanism of the elastic force regulated between handle sleeve and handlebar stem it is provided with between described handlebar stem and handle sleeve, described elastic adjusting mechanism includes being set in that handlebar stem is outer and the base tube that is located in handle sleeve and be looped around the holding sheet outside described base tube, described holding sheet is constituted along the circumferentially distributed fricting strip of base tube by some pieces, described fricting strip is provided with some slide bars radially extended along base tube, described sliding bar is arranged in described base tube, the inner of described slide bar is provided with shift-in outside driving slide bar and drives fricting strip to be connected to the 3rd spring together with handle sleeve, described elastic adjusting mechanism is additionally provided with the pretightning force adjustment structure of the pretightning force regulating described 3rd spring.Handlebar stem in the technical program has elasticity, thus comfortableness when improving use, the elastic effect in the technical program can also change, to adapt to different needs.The elastic concrete adjustment process of handlebar stem is, the 3rd spring moving radially along base tube is driven by pretightning force adjustment structure, so that fricting strip changes with the normal pressure of handle sleeve, thus realizing the change of pretightning force so that the size change of the power that handle sleeve rocks relative to handlebar stem reaches different elastic effects.
As preferably, described pretightning force adjustment structure includes the conical head of two tubular structures being supported on outside handlebar stem by base tube, drive conical head move axially and can make conical head stop at setting position driving structure and some push rods, said two conical head is in the two ends being slidably connected at described base tube in the way of miner diameter end is arranged oppositely, the two ends of described push rod are shelved on the conical surface of said two conical head, the all of described slide bar of same fricting strip passes through described spring supporting on same described push rod, the described slide bar of each piece of fricting strip is respectively supported by a described push rod.During adjustment, realize push rod by the position of axially varying conical head and move radially thus realizing the push rod change along base tube radial position along base tube, thus realizing the change of the 3rd initial tension of spring.Convenience during adjustment is good.
As preferably, described driving structure includes the jacking block in two two ends being threaded in described base tube, and said two conical head is between said two jacking block.Driving conical head to realize regulating by rotating jacking block, regulate and put in place, be automatically positioned, convenience during use is better.
As preferably, described wire twisting device also includes motor and powershift mechanism, described motor includes motor casing and motor shaft, described motor casing is fixed together with described handlebar stem, described driving axle is connected to one end of described motor shaft, described powershift mechanism includes the switch starting described motor, drive the pressing lever of described switch, by motor shaft with the handlebar stem latch being slidably connected in handlebar stem linked together and the insertion spring driving latch to be inserted in motor shaft, described latch is between described switch and pressing lever, described latch is provided with dodges hole, described hole of dodging is provided with the driving inclined-plane departing from motor shaft to drive described latch with the cooperation of described pressing lever.The technical program can either realize hank knotting by manual rotation, also be able to drive driving to carry out hank knotting by motor.When being driven by motor, pressing pressing lever, pressing lever presses driving inclined-plane and latch translation is departed from motor shaft while switch translation, pressing lever move to through dodge hole be pressed into switch or by inductive switching then (if for inductive switch, sense) time, latch is deviate from completely so that handlebar stem is started with motor shaft disconnection and motor from motor shaft, and electric motor starting rear drive torsion bar rotates and realizes hank knotting.When extracting pressing lever, switch off and motor is stopped, owing to pressing lever loses the Intercepting effects to latch, under the effect inserting spring, latch is inserted in motor shaft again, now can rotate by drive motor axle during turning handle hand lever, motor shaft drives torsion bar to rotate, namely can carry out manual rotation.
A kind of skyscraper rectifying by jack up Compact Mounts, including the lower limit pier of reinforced concrete structure together with being cast in former substructure of building of the upper limit pier of the reinforced concrete structure being cast on together by jacking superstructure with building, the lower end of described upper limit pier is downwards beyond the upper end of described lower limit pier, it is provided with spacing gap between described upper limit pier and described lower limit pier, in described spacing gap, is sequentially provided with polystyrene foam plate, rubber layer and lower polystyrene foam plate from the top down.When the horizontal movement being produced vertically spacing pier horizontal distribution direction by jacking superstructure of building, then spacing gap limits it and is caned the distance of horizontal shift namely carried out Horizontal limiting.Rubber layer is set and can play the effect of buffering energy-absorbing, with the energy that moves horizontally of absorption, energy during to reduce upper and lower spacing pier contact-impact, simultaneously enable to upper and lower spacing pier can be along the vertical direction unobstructed stagger in order to avoid disturbing lifting operation.During the motion that the lower end of generation upper limit pier considers towards upper limit pier in correction process, lower polystyrene foam plate can play damping action, during the motion that the upper end of generation upper limit pier considers towards upper limit pier in correction process, upper polystyrene foam plate can play damping action, so that stationarity when improving correction is good；Polystyrene foam plate can also meet the needs that in rectification, structure rotates.
As preferably, the cohesive force produced when only being solidified by upper and lower spacing pier between described rubber layer and described upper limit pier and lower limit pier is bonded together, and described rubber layer constitutes a part for template when building described upper limit pier.In manufacturing process, rubber layer is attached without crab-bolt ibid lower limit pier, it is possible to reducing the workload of form removal, convenience during making is good.
As preferably, rubber layer is supported on former substructure of building by described lower polystyrene foam plate, and described lower polystyrene foam plate constitutes a part for template when building described upper limit pier.Can reducing the workload of form removal, convenience during making is good.
As preferably, described upper polystyrene foam plate constitutes a part for template when building described upper limit pier.Can reducing the workload of form removal, convenience during making is good.
As preferably, described lower limit pier and upper limit pier are designed with the framework of steel reinforcement being made up of vertically extending perpendicular reinforcing bar and horizontally extending stirrup, and described perpendicular reinforcing bar is fixed together by described stirrup.Under ensureing the premise that upper and lower spacing pier has same structural strength, it is possible to reduce the consumption of steel to reduce cost of manufacture..
The present invention has an advantage that in jacking process, is transmitted by the horizontal force of rubber spacer, it is to avoid is set, by top, horizontal-shift that for want of sidewise restraint of liter structure is difficult to reset or topples；In rectification jacking, due to adoption rate synchronization of jacking up, top-out will with rotating to carry out attitude reset, and rubber layer can limit the movement of top-out under wind action, simultaneously by occurring micro-strain to adapt to the needs that top-out rotates；Upper and lower polystyrene foam plate can ensure that horizontal power transmission and the structure rotational deformation needs of rectifying by jack up process；In jacking process, upper and lower spacing pier can protect jack not disturbed by horizontal force, it is ensured that jack-up system safe operation.
Accompanying drawing explanation
Fig. 1 is the front elevational schematic during use state of the skyscraper rectifying by jack up Compact Mounts of the present invention.
Fig. 2 is the A A section view enlarged diagram of Fig. 1.
Fig. 3 is the schematic diagram of the wire twisting device used by the present invention.
Fig. 4 is the cross sectional representation of the handlebar stem in Fig. 3.
Fig. 5 is the axial cross-sectional schematic of the handlebar stem in Fig. 3.
Fig. 6 is the use view of wire twisting device.
Fig. 7 is the schematic diagram of the another kind of structure of the wire twisting device used by the present invention.
Fig. 8 is the close-up schematic view at the A place of Fig. 7.
nullIn figure: upper limit pier 1、Framework of steel reinforcement 11、Perpendicular reinforcing bar 111、Stirrup 112、Powershift mechanism 2、Switch 21、Pressing lever 22、Latch 23、Dodge hole 231、Drive inclined-plane 232、Insert spring 24、Locking hole 25、Spacing gap 3、Upper plastic foamboard 31、Rubber layer 32、Lower plastic foamboard 33、Building 4、Building by jacking superstructure 41、Former substructure 42 of building、Jack 43、Wire twisting device 5、Torsion bar 51、Gib head 52、Handle sleeve 53、Handlebar stem 54、Motor 55、Motor casing 551、Motor shaft 552、Reductor 553、Lower limit pier 6、Elastic adjusting mechanism 8、Base tube 81、Holding sheet 82、Fricting strip 821、Slide bar 822、3rd spring 823、Pretightning force adjustment structure 83、Conical head 831、Push rod 832、Drive structure 833、Jacking block 8331.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further illustrated with embodiment.
Referring to Fig. 1, a kind of skyscraper rectifying by jack up Compact Mounts, including the lower limit pier 6 linked together with the upper limit pier 1 linked together by jacking superstructure 41 of building and former substructure 42 of same building.Upper limit pier 1 is reinforced concrete structure.Lower limit pier 6 is reinforced concrete structure.The lower end of upper limit pier 1 is downwards beyond the upper end of lower limit pier 6.Spacing gap 3 it is provided with between upper limit pier 1 and lower limit pier 6.Polystyrene foam plate 31, rubber layer 32 and lower polystyrene foam plate 33 it is sequentially provided with from the top down in spacing gap 3.
It is designed with framework of steel reinforcement 11 referring to Fig. 2, lower limit pier 6 and upper limit pier 1.What framework of steel reinforcement 11 was distributed by vertically extending perpendicular reinforcing bar 111 and horizontally extending above-below direction stirrup 112 is constituted.Perpendicular reinforcing bar 111 is fixed together by stirrup 112.
Referring to Fig. 1 and Fig. 2, a kind of anti-horizontal shift method of skyscraper rectifying by jack up:
Building iron skeleton 11, constitute the perpendicular reinforcing bar 111 of framework of steel reinforcement 11 of upper limit pier 1 be located in building by jacking superstructure 41, the perpendicular reinforcing bar 111 of the framework of steel reinforcement 11 constituting lower limit pier 6 is located in former substructure 42 of building.Stirrup 112 by by the two ends of reinforcing rod by wire twisting device 5(referring to Fig. 3) distortion is intertwined and formed.
Lower limit pier 6 is first built when building., lower limit pier 6 is cast in together with former substructure 42 of building.Then build outside the framework of steel reinforcement 11 constituting upper limit pier the template that can form upper limit pier and on polystyrene foam plate 31, rubber layer 32 and lower polystyrene foam plate 33 constitute the part of this template.Lower polystyrene foam plate 33 extends to and is supported by rubber layer 32 on former substructure 42 of building.Casting concrete in a template, concrete curing forms upper limit pier 1 after framework of steel reinforcement 11, upper limit pier 1 is bonded together with the cohesive force of generation when rubber layer 32 together only solidifies by upper and lower spacing pier that is cast in by jacking superstructure 41 of building.Then remove in the template making upper limit pier except the part of upper polystyrene foam plate 31, rubber layer 32 and lower polystyrene foam plate 33.
Building 4 is broken as former substructure 42 two parts by jacking superstructure 41 and building of building again, jack 43 is supported on former substructure 42 of building and is carried out rectifying by jack up to what build by jacking superstructure 4.When producing horizontal displacement, the anti-horizontal shift method of this skyscraper rectifying by jack up and Compact Mounts can limit.
Referring to Fig. 3, wire twisting device 5 includes torsion bar 51.One end of torsion bar is provided with gib head 52, the other end is provided with handlebar stem 54.Handlebar stem 54 is arranged with handle sleeve 53.
Referring to Fig. 4, between handlebar stem 54 and handle sleeve 53, it is provided with elastic adjusting mechanism 8.Elastic adjusting mechanism 8 includes base tube 81, holding sheet 82 and pretightning force adjustment structure 83.Base tube 81 is set in outside handlebar stem 54.Base tube 81 is located in handle sleeve 53.Holding sheet 82 is made up of some pieces of fricting strips 821.Fricting strip 821 is circumferentially distributed along base tube 81.Fricting strip 821 is provided with some slide bars 822 radially extending axial distribution along base tube.Slide bar 822 slides and is arranged in base tube 81.The inner of slide bar 822 is provided with the 3rd spring 823.3rd spring 823 drives fricting strip to be connected to together with handle sleeve 53 by slide bar.The pretightning force adjustment structure 83 of outer shifting includes two conical heads 831 and some push rods 832.Conical head 831 is tubular structure.Conical head 831 is set on handlebar stem 54 and is located in base tube 81 and linked together with handlebar stem 54 by base tube 81.Conical head 831 is only slidably connected in base tube 81.Circumferentially distributed axially extending along base tube 81 of push rod 832.The all of slide bar 822 of same fricting strip 821 is supported on same push rod 832 by the 3rd spring 823, and the slide bar of each piece of fricting strip is respectively supported by a push rod.
Referring to Fig. 5, two conical heads 831 are in the two ends being slidably connected at base tube 81 in the way of miner diameter end is arranged oppositely.The two ends of push rod 832 are shelved on the conical surface of two conical heads 831.Pretightning force adjustment structure 83 also includes driving structure 833..Structure 833 is driven to include the jacking block 8331 in two two ends being threaded in base tube 81.Jacking block 8331 is set on handlebar stem 54.Two conical heads 831 are between two jacking blocks 8331.
Referring to Fig. 6, by wire twisting device, the two ends of stirrup 112 being distorted the method being intertwined is: make the two ends of the steel wire bar of composition stirrup 112 be stuck in gib head 51 on (main body of stirrup 112 is to be looped around perpendicular reinforcing bar 111(referring to Fig. 2) after bending simultaneously), two handss grip the handle sleeve 53 on two handlebar stems 54 correspondingly, then turning handle hand lever 54 and make steel wire bar two ends produce distortion be wound around thus forming stirrup 112.
Referring to Fig. 4 and Fig. 5, the process of the elastic effect adjusting handle sleeve is: drive conical head 831 axially moving along base tube 81 by rotating jacking block 8331, conical head 831 drives push rod 832 moving radially along base tube 81, and push rod 832 extrudes the 3rd spring 823 and changes pretightning force.
The wire twisting device of the present invention have also been devised another kind of structure, the wire twisting device of this structure with aforementioned wire twisting device difference together:
Referring to Fig. 7, wire twisting device 5 also includes motor 55 and powershift mechanism 2.Motor 55 includes motor casing 551 and motor shaft 552.Motor casing 551 is fixed together with handlebar stem 54.Torsion bar 51 is connected to one end of motor shaft 552 by reductor 553.The other end of motor shaft 552 is located in handlebar stem 54.
Referring to Fig. 8, powershift mechanism 2 includes switch 21, pressing lever 22, latch 23 and inserts spring 24.Switch 21 and pressing lever 22 are positioned at the both sides of latch 23.Switch 21 is fixed in handlebar stem 54.Switch 21 is by compressing switch, owing to controlling motor 55 start and stop.Pressing lever 22 is located in handlebar stem 54.Latch 23 is slidably connected in handlebar stem 54.Motor shaft 552 is provided with mean for the locking hole 25 that latch 23 inserts.Latch 23 is provided with dodges hole 231.Dodge hole 231 for pressing lever 22 exceed latch 23 go drive switch 21.Dodge hole 231 and be provided with driving inclined-plane 232 towards one end of pressing lever 22.Insert spring 24 for driving latch 23 to be inserted in the locking hole 25 in motor shaft 552.
Referring to Fig. 7 and Fig. 8, the wire twisting device of the present embodiment carries out the process of powershift: when pressing lever 22 is in and extracts state, under the effect inserting spring 24, latch 23 is inserted into dodge and handlebar stem 54 and motor shaft 552 is linked together in hole 231, now switch 21 is off, motor 55 is stopping, can only manual rotation, namely handle sleeve 53 turning handle hand lever 54 is manually gripped, handlebar stem 54 is rotated together by latch 23 drive motor axle 552, drives torsion bar 51 to rotate and realize driving spool when motor shaft 552 rotates.
Need to carry out motor when driving, press pressing lever 22, pressing lever 22 move down while under the effect driving inclined-plane 232, latch 23 is extracted and is dodged the sheathed of hole 231 and make by pressing spring 24 energy storage.When pressing lever 22 is applied to switch 21, latch 23 complete to extract dodge hole 231 i.e. motor shaft 552 disconnect with handlebar stem 54, now motor 55 electric and start, electric motor starting rear motor axle 552 rotates and drives torsion bar 51 to rotate.When extracting pressing lever 22 and make pressing lever lose the effect to switch 21, motor dead electricity stops.
Claims (10)
1. the anti-horizontal shift method of skyscraper rectifying by jack up, it is characterized in that, being built upper limit pier by jacking superstructure and building lower limit pier at the former substructure built in building, upper limit pier and lower limit pier overlap along the vertical direction and edge building produce the directional spreding moved horizontally, and arrange rubber layer so that upper limit pier is built in the process risen together can be produced move horizontally by jacking superstructure relative to what build when moving prevention jacking simultaneously on lower limit pier in company with by jacking superstructure between upper limit pier and lower limit pier.
2. the anti-horizontal shift method of skyscraper rectifying by jack up according to claim 1, it is characterized in that, when making upper limit pier and lower limit pier, the framework of steel reinforcement with stirrup is all set in upper limit pier and lower limit pier, stirrup is formed by being intertwined by wire twisting device distortion at the two ends of reinforcing rod, described wire twisting device includes handlebar stem and torsion bar, and one end of described torsion bar links together with handlebar stem, the other end is provided with gib head.
3. the anti-horizontal shift method of skyscraper rectifying by jack up according to claim 2, it is characterized in that, described handlebar stem is arranged with handle sleeve, the elastic adjusting mechanism of the elastic force regulated between handle sleeve and handlebar stem it is provided with between described handlebar stem and handle sleeve, described elastic adjusting mechanism includes being set in that handlebar stem is outer and the base tube that is located in handle sleeve and be looped around the holding sheet outside described base tube, described holding sheet is constituted along the circumferentially distributed fricting strip of base tube by some pieces, described fricting strip is provided with some slide bars radially extended along base tube, described sliding bar is arranged in described base tube, the inner of described slide bar is provided with shift-in outside driving slide bar and drives fricting strip to be connected to the 3rd spring together with handle sleeve, described elastic adjusting mechanism is additionally provided with the pretightning force adjustment structure of the pretightning force regulating described 3rd spring.
4. the anti-horizontal shift method of skyscraper rectifying by jack up according to claim 3, it is characterized in that, described pretightning force adjustment structure includes the conical head of two tubular structures being supported on outside handlebar stem by base tube, drive conical head move axially and can make conical head stop at setting position driving structure and some push rods, said two conical head is in the two ends being slidably connected at described base tube in the way of miner diameter end is arranged oppositely, the two ends of described push rod are shelved on the conical surface of said two conical head, the all of described slide bar of same fricting strip passes through described spring supporting on same described push rod, the described slide bar of each piece of fricting strip is respectively supported by a described push rod.
5. the anti-horizontal shift method of skyscraper rectifying by jack up according to claim 4, it is characterised in that described driving structure includes the jacking block in two two ends being threaded in described base tube, and said two conical head is between said two jacking block.
6. the skyscraper rectifying by jack up Compact Mounts of the anti-horizontal shift method of skyscraper rectifying by jack up being applicable to described in claim 1, it is characterized in that, including the lower limit pier of reinforced concrete structure together with being cast in former substructure of building of the upper limit pier of the reinforced concrete structure being cast on together by jacking superstructure with building, the lower end of described upper limit pier is downwards beyond the upper end of described lower limit pier, it is provided with spacing gap between described upper limit pier and described lower limit pier, polystyrene foam plate it is sequentially provided with from the top down in described spacing gap, rubber layer and lower polystyrene foam plate.
7. skyscraper rectifying by jack up Compact Mounts according to claim 6, it is characterized in that, the cohesive force produced when only being solidified by upper and lower spacing pier between described rubber layer and described upper limit pier and lower limit pier is bonded together, and described rubber layer constitutes a part for template when building described upper limit pier.
8. skyscraper rectifying by jack up Compact Mounts according to claim 7, it is characterized in that, rubber layer is supported on former substructure of building by described lower polystyrene foam plate, and described lower polystyrene foam plate constitutes a part for template when building described upper limit pier.
9. the skyscraper rectifying by jack up Compact Mounts according to claim 6 or 7 or 8, it is characterised in that described upper polystyrene foam plate constitutes a part for template when building described upper limit pier.
10. the skyscraper rectifying by jack up Compact Mounts according to claim 6 or 7 or 8, it is characterized in that, described lower limit pier and upper limit pier are designed with the framework of steel reinforcement being made up of vertically extending perpendicular reinforcing bar and horizontally extending stirrup, and described perpendicular reinforcing bar is fixed together by described stirrup.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610152048.3A CN105735665B (en) | 2016-03-17 | 2016-03-17 | The anti-horizontal shift method of skyscraper rectifying by jack up and Compact Mounts |
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| CN201610152048.3A CN105735665B (en) | 2016-03-17 | 2016-03-17 | The anti-horizontal shift method of skyscraper rectifying by jack up and Compact Mounts |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364621A (en) * | 2020-03-26 | 2020-07-03 | 新昌县华漫建材有限公司 | Jacking deviation-rectifying waterproof horizontal displacement method and horizontal limiting device for high-rise building |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110107114B (en) * | 2019-05-21 | 2021-05-04 | 杭州圣基建筑特种工程有限公司 | Lateral limiting method for jacking and rectifying of brick-concrete structure house |
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| CN101092850A (en) * | 2006-06-22 | 2007-12-26 | 张准胜 | Method and installation for rising building or historical building / cluster of historical building integrally |
| JP2008057190A (en) * | 2006-08-30 | 2008-03-13 | Okumura Corp | Method for constructing base-isolation for existing building and temporary vibration control panel used therefor |
| JP2009068321A (en) * | 2007-09-12 | 2009-04-02 | Sano Shujiro | Level adjustment method and its device for unequally settled building |
| CN103216114A (en) * | 2013-04-18 | 2013-07-24 | 朱奎 | Translation construction method for building |
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| CN105735665B (en) | 2017-11-10 |
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