CN105839934B - Skyscraper rectifying by jack up Horizontal limiting construction manufacturing method and tools - Google Patents
Skyscraper rectifying by jack up Horizontal limiting construction manufacturing method and tools Download PDFInfo
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- CN105839934B CN105839934B CN201610152046.4A CN201610152046A CN105839934B CN 105839934 B CN105839934 B CN 105839934B CN 201610152046 A CN201610152046 A CN 201610152046A CN 105839934 B CN105839934 B CN 105839934B
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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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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
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Abstract
The present invention relates to building field.The invention provides a kind of skyscraper rectifying by jack up Horizontal limiting construction manufacturing method and tools that can be produced and effectively prevent skyscraper from blocking the lateral displacement phenomenon for being difficult to reset during jacking, for solving easily to produce the problem of being difficult to the lateral displacement resetted during skyscraper rectifying by jack up.Tools include the wheel of template and carrying template walking, template includes template and recycles part and the disposable part of template, and the disposable part of template includes upper polystyrene foam plate, rubber layer and the lower polystyrene foam plate set gradually from the top down；Preparation method is to produce the upper limit pier poured by jacking superstructure together with building and the lower limit pier together with the former substructure with building is poured by tools, and the upper limit pier and lower limit pier formed be fully disconnected by the disposable part of template, distribution and overlapping along the vertical direction in the horizontal direction.
Description
Technical field
The present invention relates to building field, more particularly to a kind of skyscraper rectifying by jack up Horizontal limiting construction manufacturing method and
Tools.
Background technology
Produce the building of differential settlement（Such as house）Carry out the method for correction transformation and block jacking to be overall --- will
Building blocks two parts for above and below, and upper part is tiltedly corrected the deflection for building differential settlement generation by jack jacking
Return（Below by block during jacking by build block the upper part of two up and down to be formed be referred to as building by jacking
Portion's structure, lower part are referred to as the former substructure of building）.Tier building is influenceed smaller by horizontal wind excitation, and house blocks jacking
During horizontal direction generally do not take spacing measure directly to construct.With continuing to bring out for skyscraper, skyscraper
Because itself load is big, place is complicated and the reason such as design, unreasonable construction is also easy to produce differential settlement.Coastal area is high-rise
By Wind effects significantly, when meeting with the influence of the accidentalia such as high wind, small-sized earthquake motion during jacking, building is easy for building
It is difficult to the lateral displacement resetted.
The content of the invention
Can be produced the invention provides one kind effectively prevents skyscraper from blocking to be difficult to reset during jacking
Lateral displacement phenomenon skyscraper rectifying by jack up Horizontal limiting construction manufacturing method, for solve skyscraper jacking entangle
The problem of being difficult to the lateral displacement resetted is easily produced when partially.
Being used to produce invention also improves one kind effectively prevents skyscraper from blocking to be difficult to during jacking again
The skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument of the lateral displacement phenomenon of position, for solving skyscraper jacking
The problem of being difficult to the lateral displacement resetted is easily produced during correction.
Above technical problem is solved by the following technical programs：A kind of skyscraper rectifying by jack up Horizontal limiting structure
Preparation method, it is characterised in that framework of steel reinforcement and lower framework of steel reinforcement in the first step, making；
Second step, build the lower pier template being centered around outside lower framework of steel reinforcement；By concreting into the lower pier template,
The lower pier template is removed after concrete curing, the former substructure formed with building pours lower limit pier together.
3rd step, build the upper pier template being centered around outside framework of steel reinforcement, the upper pier template includes being located at upper reinforcing bar
The upper polystyrene foam plate set gradually from the top down, rubber layer and lower polystyrene foam between frame and lower limit pier
Plate, by concreting into the upper pier template, that the upper pier template is removed after concrete curing removes upper polystyrene
Part beyond cystosepiment, rubber layer and lower polystyrene foam plate, forms and is cast in one by jacking superstructure with building
The upper limit pier risen, the upper limit pier and lower limit pier formed passes through the upper polystyrene foam plate, rubber layer and lower poly-
Styrenic foams plate is fully disconnected, is distributed in the horizontal direction and overlapping along the vertical direction.
Preferably, the produced upper framework of steel reinforcement and lower framework of steel reinforcement all include perpendicular reinforcing bar in the first step,
The perpendicular reinforcing bar of upper framework of steel reinforcement is worn into being worn in jacking superstructure, by the perpendicular reinforcing bar of lower framework of steel reinforcement fixed to building
In former substructure fixed to building.The bonding strength by jacking superstructure of the same building of upper limit pier can be improved with
Bonding strength of the spacing pier with the former substructure of building.
Preferably, the produced upper framework of steel reinforcement and lower framework of steel reinforcement all also include reinforcing bar in the first step
Perpendicular reinforcing bar is fixed together by hoop, stirrup.The intensity of framework of steel reinforcement can be improved.
Preferably, the former substructure that the lower end of the lower polystyrene foam plate is supported in building is carried out to rubber layer
Vertical supporting.In manufacturing process, without crab-bolt, ibid lower limit pier is attached rubber layer, and convenience during making is good.
A kind of skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument, including template recycle part and wheel,
The template recycle part include a pair first perpendicular baffle plates, be connected to a pair first perpendicular baffle plates horizontal direction one end the
Two erect baffle plates, are detachably connected on the 3rd perpendicular baffle plate of a pair first perpendicular baffle plate other ends and are connected under a pair first perpendicular baffle plates
The supporting plate at end, the first perpendicular baffle plate is logical provided with some connections for the disposable part of fixed form being distributed along the vertical direction
Hole, the supporting plate shelters from the part being located between connection through hole and the 3rd perpendicular baffle plate of the first perpendicular baffle plate lower end, first
The permeability status that is partially in being located between connection through hole and the second perpendicular baffle plate of perpendicular baffle plate lower end, the pallet support in
On the wheel, the template recycles part by the pallet support on the wheel, and the template is recycled
Part also include by bolt through the connection through hole and being connected to erect baffle plate horizontal directions for a pair first it is the 4th perpendicular
Baffle plate.Can be good by the template construct of spacing pier above and below making in advance so that shifted onto template by wheel when pouring spacing pier
It can be poured now, improve convenience during making.
Preferably, the wheel includes spoke, is connected to the wheel rim of spoke, is connected to the inflation tyre of wheel rim and anti-tie
Mechanism for tire, the anti-tie mechanism for tire includes roller, air reservoir, the screw mandrel for wearing and being rotationally connected with roller and is threaded in silk
Thread bush on bar, the wheel rim is provided with inflation tyre, and the roller is coaxially fixed together with the wheel rim, the air servicer
The difference that the radius of tire subtracts the radius of the roller is less than the half of its section height and more than 1 centimetre, in the air reservoir
Provided with inflation piston of the axis with the diameter parallel of the wheel rim, the air reservoir is isolated annular seal space by the inflation piston,
The annular seal space is connected with the inflation tyre, and the inflation piston is linked together by push rod with the thread bush, described
Roller is additionally provided with the spline structure for preventing the thread bush from being rotated by axle of the screw mandrel relative to the roller.Existing tire warp
Cross the section with sharp objects（Once turn into and prick tire section）When can not effectively prevent that inflation tyre from being punctured, and this technology
Scheme can solve the problem that time problem.When to pass through with tire section is pricked, rotary screw rod, screw mandrel drives thread bush translation, thread bush
By push rod drive piston towards make annular seal space increase direction move so that the gas in inflation tyre be flowed into annular seal space and
So that inflation tyre tire pressure is reduced.Piston is specially：Piston is moved to that tire pressure is reduced to can be flat when inflation tyre is contacted with ground
To the position being supported by roller to vehicle, it is supported by then passing through roller, so that inflation tyre will not be by
Sharp objects are poked.After bundle tire section is crossed, screw mandrel is rotated backward so that thread bush drives piston court to make sealing by push rod
The place that chamber reduces is mobile so that the gas in annular seal space is punched into inflation tyre again, and tire pressure, which is raised, causes wheel weight
Newly it is supported by inflation tyre.
Preferably, the spline structure is the strip hole axially extending along wheel rim for being arranged at the roller, it is described to push away
Bar is arranged in the strip hole.It is simple in construction.
Present invention additionally comprises the box of tricks for making to produce speed discrepancy between the roller and screw mandrel, the screw mandrel includes input
Section and deferent segment, the input section and deferent segment are linked together by force-limiting device, and the thread bush line is connected to the output
Section, the box of tricks includes external tooth that is being connected to the ring gear of roller, be connected to the input section and being located in ring gear
Circle and the clutch gear that can be arranged to plug between ring gear and external toothing.Piston movement is inflated when to pass through screw mandrel driving
When, change-speed gearing is inserted between ring gear and external toothing and interior external toothing is meshed together, change-speed gearing is fixed on car
Prevent from rotating with wheel on frame.Now difference mechanism enables to screw mandrel and thread bush produces turn of speed discrepancy and screw mandrel
Speed is higher than the rotating speed of thread bush, so as to realize the translation of thread bush.Tire inflation/deflation can be inflated by the rotation of wheel,
Laborsaving convenience during inflation/deflation.When piston is moved to extreme position, the moment of torsion of screw mandrel can increase, and increase above force-limiting device institute energy
Rotation is then produced between input section and deferent segment during the amount being enough driven and to continue the movement of driving piston and realize certainly
It is dynamic to stop driving.
Preferably, the force-limiting device includes being connected to the first friction plate of the input section and is connected to the deferent segment
The second friction plate, first friction plate and the second friction plate push against together, and the input section and deferent segment pass through described
Power is transmitted in rubbing action between first friction plate and the second friction plate.Structure is individually compact.
Preferably, the disposable part of template includes the upper polystyrene foam set gradually from the top down
Plate, rubber layer and lower polystyrene foam plate, the disposable part of template are threadedly attached in through the connection
The fixing bolt of through hole recycles part with the template and is fixed together.
Present invention tool has the advantage that：Skyscraper rectifying by jack up Horizontal limiting structure, the height produced can be produced
Layer building rectifying by jack up Horizontal limiting structure tool has the advantage that：During jacking, transmitted, kept away by the horizontal force of rubber spacer
Exempt to be pushed up and set liter structure and be difficult to the horizontal-shift that resets due to a lack of sidewise restraint or topple；In rectification jacking, due to using
Ratio synchronization of jacking up, top-out will be with rotating to carry out posture reset, and rubber layer can limit top under wind action
The movement of building, at the same by occurring micro-strain with adapt to top-out rotate the need for；Polystyrene foam plate can up and down
Ensure horizontal power transmission and the structure rotational deformation needs of rectifying by jack up process；During jacking, upper and lower spacing pier can protect very heavy
Do not disturbed by horizontal force on top, it is ensured that jack-up system safe operation.
Brief description of the drawings
Fig. 1 be embodiment one in skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument schematic elevation view.
The schematic elevation view for the skyscraper rectifying by jack up Horizontal limiting structure that Fig. 2 produces for the present invention.
Fig. 3 is the schematic diagram of the wheel in embodiment two, not enough wheel is passed through for inflation tyre air pressure in the figure
The situation that roller is supported.
Fig. 4 is Fig. 3 C section view enlarged diagrams.
Fig. 5 be embodiment two in wheel use state schematic diagram.
In figure：Upper limit pier 1, upper framework of steel reinforcement 11, perpendicular reinforcing bar 111, stirrup 112, wheel 2, wheel rim 21, spoke 22,
Inflation tyre 23, anti-tie mechanism for tire 29, roller 291, spline structure 2911, air reservoir 292, inflation piston 2921, annular seal space
2922nd, push rod 2923, air flue 2924, thread bush 293, screw mandrel 294, input section 2941, force-limiting device 2942, the first friction plate
29421st, the second friction plate 29422, coupling mechanism force regulating bolt 29423, deferent segment 2943, box of tricks 295, ring gear 2951,
External toothing 2952, clutch gear 2953, connecting shaft 2954, lower limit pier 2, lower framework of steel reinforcement 21, building 4, building by jacking
Superstructure 41, the former substructure 42 of building, jack 43, template 5, template recycle part 51, first and erect baffle plate
511st, connection through hole 5111, lower breach 5112, upper breach 5113, second erect baffle plate the 512, the 3rd and erect baffle plate 513, supporting plate 514, mould
The disposable part 52 of plate, upper polystyrene foam plate 521, rubber layer 522, lower polystyrene foam plate 523, inflation tyre
Radius R1, the radius R2 of roller, its section height H.
Embodiment
The present invention is further illustrated with embodiment below in conjunction with the accompanying drawings.
Embodiment one, referring to Fig. 1, a kind of skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument, including the He of template 5
Wheel 2.Template 5 includes template and recycles part 51 and the disposable part 52 of template.Template recycles part 51 and wrapped
Include the first perpendicular baffle plate 511, second and erect the perpendicular baffle plate 513 of baffle plate the 512, the 3rd, the perpendicular baffle plate of supporting plate 514 and the 4th（There is no picture in figure
Go out）.First perpendicular baffle plate 511 has a pair.Two piece of first perpendicular baffle plate 511 of a pair first perpendicular baffle plates 511 is distributed along the longitudinal direction.The
The centre of one perpendicular baffle plate 511 is provided with some connection through holes for the disposable part of fixed form being distributed along the vertical direction
5111.First erects the right half side provided with lower breach 5112 of the lower end of baffle plate 511.The left of the upper end of first perpendicular baffle plate 511 half side is set
There is upper breach 5113.Second perpendicular baffle plate 512 is fixed in the left end of a pair first perpendicular baffle plates 511.3rd perpendicular baffle plate 513 detachably connects
It is connected on the right-hand member of a pair first perpendicular baffle plates 511.Supporting plate 514 is fixed on the right side of the lower end of a pair first perpendicular baffle plates 511 and sheltered from
Lower breach 5112 is the part being located between connection through hole and the second perpendicular baffle plate of the first perpendicular baffle plate lower end.A pair first perpendicular baffle plates
511 upper end is in permeability status.The left side of the lower end of a pair first perpendicular baffle plates 511 is located at connection through hole and the 3rd perpendicular baffle plate
Between be partially in permeability status.Supporting plate 514 is supported on wheel 2.Wheel 2 and supporting plate 514 are detachably connected.Mould
The disposable part 52 of plate includes upper polystyrene foam plate 521, rubber layer 522 and the lower polyphenyl set gradually from the top down
Vinyl foam plate 523.
During original state, the 4th perpendicular baffle plate and the disposable part 52 of template with template recycle part 51 all in
Released state.
Between a pair first perpendicular baffle plates 511.The disposable part 52 of template is logical through connection by fixing bolt
The rear thread of hole 5111 is connected to the side of the disposable part 52 of template and recycles part 51 with template and be fixed together.
Wheel 2 includes spoke 22, is connected to the wheel rim 21 of spoke, is connected to the inflation tyre 23 of wheel rim.
Referring to Fig. 2, a kind of skyscraper rectifying by jack up Horizontal limiting construction manufacturing method：
Framework of steel reinforcement 11 and lower framework of steel reinforcement 21 in the first step, making.Upper framework of steel reinforcement 11 and lower framework of steel reinforcement 21 are all wrapped
Include perpendicular reinforcing bar 111 and stirrup 112.Perpendicular reinforcing bar 111 is fixed together by stirrup 112., by the perpendicular reinforcing bar of upper framework of steel reinforcement 11
111 wear fixed to building by jacking superstructure 41, by the perpendicular reinforcing bar 111 of lower framework of steel reinforcement 21 worn fixed to building
Former substructure 42 in.
Second step, build the template 5 being centered around outside framework of steel reinforcement 11 and lower framework of steel reinforcement 21（Referring to Fig. 1）.
Referring to Fig. 1 and 2, the method that template 5 is centered around outside framework of steel reinforcement 11 and lower framework of steel reinforcement 21 is set to be：The lower mould of dismounting
3rd perpendicular baffle plate 513 of plate 5, then drives the remaining part of template 5 to upper framework of steel reinforcement 11 and lower framework of steel reinforcement by wheel 2
21 are located between a pair first perpendicular baffle plates 511 and connect through hole 5111 positioned between upper framework of steel reinforcement 11 and lower framework of steel reinforcement 21.
Then the 4th perpendicular baffle plate is fixed on a pair first perpendicular baffle plates 511, spiral shell after connection through hole 5111 is passed through specifically by bolt
Line is connected on the 4th perpendicular baffle plate and is fixed so that the 4th perpendicular baffle plate, a pair first perpendicular baffle plates 511 and second erect baffle plate 512
Constitute lower pier template.Wheel 2 is removed so that template 5 is supported directly on the former substructure 42 of building by a pair of perpendicular baffle plates 511
On.By concreting into lower pier template, the 4th perpendicular baffle plate is removed after concrete curing, the former lower junction with building is formed
Structure pours lower limit pier 2 together.
3rd step, the disposable part 52 of template is fixed on a pair first perpendicular baffle plates 511, specifically by bolt
It is connected on the disposable part 52 of template and is fixed through the connection rear thread of through hole 5111.Again by the 3rd perpendicular baffle plate 513
It is fixed together with a pair of perpendicular baffle plates 511 from newly.Wheel 2 is removed so that template 5 is supported directly on by a pair of perpendicular baffle plates 511 builds
In the former substructure 42 built.The disposable part 52 of template, a pair first perpendicular baffle plates the 511, the 3rd erect baffle plate 513 and supporting plate
514 constitute upper pier template.By in upper pier template of the concreting into template 5, form removal 5 removes after concrete curing
Beyond the disposable part 52 of template i.e. upper polystyrene foam plate 521, rubber layer 522 and lower polystyrene foam plate 523
Part, formed with building the upper limit pier 1 poured by jacking superstructure 41 together.Upper polystyrene foam plate 521,
Rubber layer 522 and lower polystyrene foam plate 523 remain in upper limit pier 1 and lower limit pier 2 direct two, and spacing pier up and down is complete
It is complete to disconnect.Spacing pier is distributed and overlapping along the vertical direction in the horizontal direction up and down.
The 4 former substructures 42 two by jacking superstructure 41 and building for being broken as building will be built when just rectifying a deviation
Point, jack 43 is supported in the former substructure 42 of building to building rectifying by jack up is carried out i.e. by jacking superstructure 4
Can.The anti-horizontal shift structure of skyscraper rectifying by jack up that the present invention is produced when producing horizontal displacement can be limited.
Embodiment two, the difference of be the same as Example one is：
Referring to Fig. 3, wheel 2 also includes anti-tie mechanism for tire 29.Anti-tie mechanism for tire 29 includes roller 291, air reservoir 292, spiral shell
Line set 293, screw mandrel 294 and box of tricks 295.Wheel rim 21 is provided with inflation tyre 23.Roller 291 is coaxially fixed on one with wheel rim 21
Rise.Roller 291 and wheel rim 21 are distributed along the axial direction of wheel rim 21.The difference that the radius R1 of inflation tyre subtracts the radius R2 of roller is less than
Its section height H half and more than 1 centimetre.Roller 291 is provided with spline structure 2911.Spline structure 2911 is to be arranged at rolling
The strip hole axially extending along wheel rim of cylinder 291.Air reservoir 292 is arranged in the barrel of roller 291.Air reservoir 292 is and rolled
291 coaxial annular cylinders of cylinder.Provided with inflation piston 2921 in air reservoir 292.Inflate axle of the axis with wheel rim 21 of piston 2921
Line is parallel.Air reservoir 292 is isolated annular seal space 2922 by inflation piston 2921.Annular seal space 2922 passes through the same air servicer of air flue 2924
Tire 23 is connected.Inflation piston 2921 is linked together by least two push rods 2923 with thread bush 293.Push rod 2923 is along roller
291 it is circumferentially distributed.Push rod 2923 is correspondingly through the strip hole for constituting spline structure 2911.Screw mandrel 294 is arranged in rolling
Cylinder 291.Screw mandrel 294 includes input section 2941, force-limiting device 2942 and deferent segment 2943.One end of deferent segment 2943 is with roller 291
Be rotatably connected, the end also be also axially connected together i.e. screw mandrel 294 along roller 291 between roller 291 can not edge
The axial movement of roller 291.The other end of deferent segment 2943 is linked together by force-limiting device 2942 with deferent segment 2943.Screw thread
94 screw threads are covered to be set on deferent segment 2943.Box of tricks 295 includes ring gear 2951, external toothing 2952 and clutch gear
2953.Ring gear 2951 is connected on the inner peripheral surface of roller 291.External toothing 2952 is connected to input section 2941.External toothing 2952
I.e. the two is located at approximately the same plane in ring gear 2951.Clutch gear 2953 is provided with connecting shaft 2954.
Referring to Fig. 4, force-limiting device 2942 includes the first friction plate 29421 and the second friction plate 29422 and coupling mechanism force regulation spiral shell
Bolt 29423.First friction plate 29421 is connected to input section 2941.Second friction plate 29422 is connected to deferent segment 2943.First
Friction plate 29421 and the second friction plate 29422 coupling mechanism force regulating bolt 29423 hold out against push against under effect together with and pass through
Power is transmitted in rubbing action.The first friction plate 29421 and second can also be adjusted by rotation lock clamp force regulating bolt 29423
Between friction plate 29422 friction come come make it possible to transmission power size.
Referring to Fig. 5, in use, spoke 22 is rotatably connected with template 5.Inflation piston 2921 fills when being in the position
Gas tire 23 causes that tire pressure is now that template 5 is carried out by roller 291 not enough due to gas flow in annular seal space 2922
Support and realize walking, so that the inflation tyre 23 when pricking tire section that avoids passing through is punctured.
When to recover normal tire pressure and walked by inflation tyre support, clutch gear 2953 is inserted into interior
Ring gear 2951 is caused to be engaged on one by clutch gear 2953 with external toothing 2952 between gear ring 2951 and external toothing 2952
Rise.Clutch gear 2953 is also fixed together by connecting shaft 2954 with template 5.Then rotate forward wheel, in box of tricks 295
In the presence of the rotating speed of screw mandrel 294 produce to the right flat also relative to screw mandrel 294 higher than the rotating speed of thread bush 293, thread bush 293
Move, the structure of translation moves to right for driving inflation piston 2921 causes the gas compression in annular seal space 2922 into inflation tyre 23,
Walked so that wheel is supported by inflation tyre 23.Abutted together when inflation piston 2921 is shifted to the right to same roller 291
When, the moment of torsion of screw mandrel 294 can increase, so that force-limiting device 2942 skids, so as to realize rotation automatically.Similarly, when having to inflated wheel
Tire 99 is deflated and realized when being supported by roller 291, makes wheel reversing, and the result of reversion is lived for screw mandrel driving inflation
Plug 2921 is moved to left so that the gas in inflation tyre 23 is flowed into annular seal space 2922 so that inflation tyre 23 can it is flat lower and
It is supported by roller 291.
When not needing inflation/deflation, by clutch gear 2953 from the thinning of the first friction plate 29421 and the second friction plate 29422
Go out.
Claims (10)
1. a kind of skyscraper rectifying by jack up Horizontal limiting construction manufacturing method, it is characterised in that reinforcing bar in the first step, making
Frame and lower framework of steel reinforcement；
Second step, build the lower pier template being centered around outside lower framework of steel reinforcement；By concreting into the lower pier template, wait to mix
The lower pier template is removed after solidifying soil solidification, the former substructure formed with building pours lower limit pier together；
3rd step, build the upper pier template being centered around outside framework of steel reinforcement, the upper pier template include being located at upper framework of steel reinforcement and
The upper polystyrene foam plate set gradually from the top down, rubber layer and lower polystyrene foam plate between lower limit pier, will
Concreting is into the upper pier template, and that the upper pier template is removed after concrete curing removes upper polystyrene foam
Part beyond plate, rubber layer and lower polystyrene foam plate, forms being poured together by jacking superstructure with building
Upper limit pier, the upper limit pier and lower limit pier formed passes through the upper polystyrene foam plate, rubber layer and lower polyphenyl second
Alkene cystosepiment is fully disconnected, is distributed in the horizontal direction and overlapping along the vertical direction.
2. skyscraper rectifying by jack up Horizontal limiting construction manufacturing method according to claim 1, it is characterised in that
The produced upper framework of steel reinforcement and lower framework of steel reinforcement all include perpendicular reinforcing bar in one step, and the perpendicular reinforcing bar of upper framework of steel reinforcement is worn
If being worn the former substructure fixed to building in jacking superstructure, by the perpendicular reinforcing bar of lower framework of steel reinforcement fixed to building
In.
3. skyscraper rectifying by jack up Horizontal limiting construction manufacturing method according to claim 2, it is characterised in that
The produced upper framework of steel reinforcement and lower framework of steel reinforcement all also include stirrup in one step, and perpendicular reinforcing bar is fixed on by stirrup
Together.
4. the skyscraper rectifying by jack up Horizontal limiting construction manufacturing method according to claim 1 or 2 or 3, its feature exists
In the lower end of the lower polystyrene foam plate is supported in the former substructure of building to rubber layer progress vertical supporting.
5. a kind of skyscraper of skyscraper rectifying by jack up Horizontal limiting construction manufacturing method suitable for described in claim 1
Rectifying by jack up Horizontal limiting structure fabrication instrument, it is characterised in that recycle part and wheel including template, the template is followed
Ring includes a pair first perpendicular baffle plates using part, baffle plate is erected in the one end second for the horizontal direction for being connected to a pair first perpendicular baffle plates,
The 3rd perpendicular baffle plate for being detachably connected on a pair first perpendicular baffle plate other ends and the supporting plate for being connected to a pair first perpendicular baffle plate lower ends,
First perpendicular baffle plate is provided with some connection through holes for the disposable part of fixed form being distributed along the vertical direction, the support
Plate shelters from the part being located between connection through hole and the second perpendicular baffle plate, the first perpendicular baffle plate lower end of the first perpendicular baffle plate lower end
Be located between connection through hole and the 3rd perpendicular baffle plate and be partially in permeability status, the pallet support is in the wheel
On, the template recycles part by the pallet support on the wheel, and the template recycles part and also wrapped
Include the 4th perpendicular baffle plate being connected to by bolt through the connection through hole a pair first perpendicular baffle plate horizontal directions.
6. skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument according to claim 5, it is characterised in that described
Inflation tyre and anti-tie mechanism for tire that wheel includes spoke, is connected to the wheel rim of spoke, is connected to wheel rim, the anti-tie mechanism for tire
Including roller, air reservoir, the screw mandrel for wearing and being rotationally connected with roller and the thread bush being threaded on screw mandrel, the roller
Coaxially it is fixed together with the wheel rim, the difference that the radius of the inflation tyre subtracts the radius of the roller is less than tire cross-section
The half of height and more than 1 centimetre, it is described provided with inflation piston of the axis with the diameter parallel of the wheel rim in the air reservoir
The air reservoir is isolated annular seal space by inflation piston, and the annular seal space is connected with the tire, and the inflation piston is by pushing away
Bar links together with the thread bush, the roller be additionally provided with the prevention thread bush using the screw mandrel be axle relative to described
The spline structure that roller is rotated.
7. skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument according to claim 6, it is characterised in that described
Spline structure is the strip hole axially extending along wheel rim for being arranged at the roller, and the push rod is arranged in the strip hole.
8. the skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument according to claim 6 or 7, it is characterised in that
The anti-tie mechanism for tire also includes the box of tricks for making to produce speed discrepancy between the roller and screw mandrel, and the screw mandrel includes input
Section and deferent segment, the input section and deferent segment are linked together by force-limiting device, and the thread bush line is connected to the output
Section, the box of tricks includes external tooth that is being connected to the ring gear of roller, be connected to the input section and being located in ring gear
Circle and the clutch gear that can be arranged to plug between ring gear and external toothing.
9. skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument according to claim 8, it is characterised in that described
Force-limiting device includes being connected to the first friction plate of the input section and is connected to the second friction plate of the deferent segment, described first
Friction plate and the second friction plate are pushed against together, and the input section and deferent segment pass through first friction plate and the second friction plate
Between rubbing action transmit power.
10. the skyscraper rectifying by jack up Horizontal limiting structure fabrication instrument according to claim 5 or 6 or 7, its feature exists
The upper polystyrene foam plate that includes setting gradually from the top down in, the disposable part of template, rubber layer and lower poly-
Styrenic foams plate, the disposable part of template is followed by the fixing bolt through the connection through hole with the template
Ring is fixed together using part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610152046.4A CN105839934B (en) | 2016-03-17 | 2016-03-17 | Skyscraper rectifying by jack up Horizontal limiting construction manufacturing method and tools |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610152046.4A CN105839934B (en) | 2016-03-17 | 2016-03-17 | Skyscraper rectifying by jack up Horizontal limiting construction manufacturing method and tools |
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| CN107401280B (en) * | 2017-07-27 | 2019-07-05 | 河北润林新材料科技有限公司 | A kind of modeling screw assembly |
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| KR20090021834A (en) * | 2007-08-28 | 2009-03-04 | 주식회사 한진중공업 | Construction method for station building |
| JP5357862B2 (en) * | 2008-04-01 | 2013-12-04 | 啓三 左高 | Building construction method |
| CN103912136A (en) * | 2014-04-18 | 2014-07-09 | 岩土科技股份有限公司 | Method for heightening indoor spaces of buildings or rectifying deviation thereof |
| KR20150137285A (en) * | 2014-05-29 | 2015-12-09 | 김충기 | A construction method of building structure |
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| KR20090021834A (en) * | 2007-08-28 | 2009-03-04 | 주식회사 한진중공업 | Construction method for station building |
| CN101215929A (en) * | 2007-12-26 | 2008-07-09 | 南京工业大学 | Construction method for rectifying deviation of open caisson by using preset force |
| JP5357862B2 (en) * | 2008-04-01 | 2013-12-04 | 啓三 左高 | Building construction method |
| CN103912136A (en) * | 2014-04-18 | 2014-07-09 | 岩土科技股份有限公司 | Method for heightening indoor spaces of buildings or rectifying deviation thereof |
| KR20150137285A (en) * | 2014-05-29 | 2015-12-09 | 김충기 | A construction method of building structure |
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