CN107956295A - A kind of Gu booth entirety lift structure and method - Google Patents
A kind of Gu booth entirety lift structure and method Download PDFInfo
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- CN107956295A CN107956295A CN201711279674.XA CN201711279674A CN107956295A CN 107956295 A CN107956295 A CN 107956295A CN 201711279674 A CN201711279674 A CN 201711279674A CN 107956295 A CN107956295 A CN 107956295A
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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
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
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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
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
- E04G23/065—Lifting of buildings
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- Chemical Kinetics & Catalysis (AREA)
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Abstract
The present invention relates to a kind of ancient booth entirety lift structure, ancient booth is lifted for overall, the Gu booth includes the fore-set being used to support, it is arranged on the stone pier of fore-set root, the cornered beam and the upper booth body positioned at cornered beam top being arranged at the top of fore-set, the Gu booth entirety lift structure includes the fixed part for being arranged on fore-set lower part, it is arranged on the lifting parts of fixed part lower part and is arranged on the constitutionally stable supporting part of the ancient booth of maintenance between fore-set, the fixed part clamps and is fixed on two adjacent fore-set both sides, hold fore-set tightly, the lifting parts are arranged between two adjacent fore-sets and upper end is against on fixed part, the supporting part is contradicted and is arranged between two adjacent fore-sets, the supporting part upper end is against on the downside of cornered beam, lower end is against on fixed part.The present invention quickly and efficiently can integrally lift the structure of ancient booth, ensure that the overall structure of ancient booth is constant, improve the work efficiency of ancient booth reparation correction.
Description
Technical field
The present invention relates to building CONTROLLED INTEGRAL LIFT TECHNOLOGY field, more particularly to a kind of ancient booth entirety lift structure and method.
Background technology
Ancient building refers to have the civil buildings and public building before the foundation of historic significance, it includes Republic
Building.In China, many Gu towns and most big city also maintain some ancient buildings.However, show in busy at putting up installations
We are with the eye of development come the cultural trait treating and protect ancient architecture and its contain；Accomplish both to allow ancient times to build
Build culture and be stored in generation, also allow ancient civilization legacy to produce Modern Value.Gu Ting, is very charming in Chinese classical architecture art
And can a kind of typical building type for reflecting Chinese culture art achievements.Particularly in classical Chinese garden, booth be in gardens most
Common landscape, occupies critical role, it may be said that " without garden not booth ", " without Ting Bu gardens ".
But ground usually is from right soil around ancient booth, and plants and be implanted with vegetation, when vegetation is poured, irrigation water meeting
Gu Ting bottoms are penetrated into, cause Gu Ting lower parts soil soft, the fore-set of Gu Ting or the stone pier can be made situation about sinking occur, but
Gu Ting is integral inclined, and over time, Gu Ting is easy to damage.Therefore need that fixed righting will be carried out, it is necessary to will it is fixed it is overall into
Row lifting, carries out padded processing under ancient booth fore-set or the stone pier, Gu Ting is reached the state of righting, in the prior art without very
The good method for integrally lifting ancient booth, the overall lifting of Gu Ting is urgent problem to be solved before Gu Ting is corrected.
The content of the invention
, can be quickly and efficiently by the knot of ancient booth it is an object of the invention to provide a kind of ancient booth entirety lift structure and method
Structure is integrally lifted, and ensures that the overall structure of ancient booth is constant, improves the work efficiency of ancient booth reparation correction.
The present invention above-mentioned purpose technical scheme is that：
A kind of Gu booth entirety lift structure, ancient booth is lifted for overall, and fore-set that the Gu booth includes being used to support, be arranged on top
The stone pier of column root, the cornered beam being arranged at the top of fore-set and the upper booth body positioned at cornered beam top, the Gu booth integrally carry
Structure is risen to tie up including being arranged on the fixed part of fore-set lower part, being arranged on the lifting parts of fixed part lower part and be arranged between fore-set
The constitutionally stable supporting parts of Gu Ting are held, the fixed part clamps and is fixed on two adjacent fore-set both sides, holds fore-set tightly, described
Lifting parts are arranged between two adjacent fore-sets and upper end is against on fixed part, the supporting part contradict be arranged on two it is adjacent
Fore-set between, the supporting part upper end is against on the downside of cornered beam, and lower end is against on fixed part.
By using above-mentioned technical proposal, when the ancient booth of progress is integrally lifted, the mounting part between adjacent fore-set
Adjacent fore-set is synchronously fixed and is held tightly, enables two fore-sets while is moved with fixed part, lifting parts are set in fixed part lower part,
Lifting force is passed to fore-set by lifting parts by fixed part, and fore-set rises under the action of lifting force, and multiple fore-sets move together,
Drive whole ancient booth to be lifted, supporting part is set between base, and spacing will not change between making adjacent fore-set, together
When supporting part be against between cornered beam and fixed part, better ensure that booth body is synchronously moved up with fore-set, Gu Ting is in moving process
Middle overall structure is constant, preferably protects paddy booth structure, improves construction quality.
Preferably, the fixed part is arranged on two parallel clamping plates in adjacent fore-set both sides including two, described two
Four adjusting rods for being used to adjust clamping plate spacing are equipped between a clamping plate, the fore-set is held tightly between clamping plate and adjusting rod.
By using above-mentioned technical proposal, fixed part holds two fore-sets tightly using two clamping plates at the same time, and clamping plate is in fore-set
Both sides are clamped using adjusting rod, by the adjusting of adjusting rod, are facilitated the adjusting of distance between two clamping plates, can preferably be embraced
Firmly fore-set, while dismantle also more convenient.
Preferably, it is provided with non-slip mat between the clamping plate and fore-set.
By using above-mentioned technical proposal, increase the frictional force between clamping plate and fore-set, enable clamping plate it is tighter embrace top
Column, in ancient booth lifting process, fixed part and fore-set energy Synchronous lifting.
Preferably, the lifting parts include telescopic lifting gear, the lifting gear lower part is equipped with and is positioned over ground
Bearing plate on face, the lifting gear contradict the tie-beam for being provided with and being connected to two clamping plate lower parts as vertex.
By using above-mentioned technical proposal, bearing plate, the load that can be subject to lifting gear are set in lifting gear lower part
Ground is passed to by bearing plate, prevents lifting gear is pressurized from sinking, tie-beam of two clamping plate lower parts as vertex, lifting dress
Top set makes two clamping plates stress at the same time, load is distributed on two clamping plates, strengthens the load-bearing energy of fixed part on tie-beam
Power.
Preferably, the stackable anti-collapse structure increased is equipped between the bearing plate and tie-beam or clamping plate.
By using above-mentioned technical proposal, in ancient booth lifting process, lifting gear is likely to unexpected pressure release and and loses
Remove enabling capabilities, set anti-collapse structure can continue after lifting gear pressure release support fixed part, prevent Gu Ting because of unbalance stress and
Tilt or decline, improve the security of whole lift structure.
It is placed on preferably, the supporting part includes taking on two clamping plates and close to two square beams of two fore-sets, it is described
The vertical beam for having and being vertically arranged is abutted above square beam, the vertical beam upper end is against on cornered beam, is connected between two vertical beams
Multiple horizontally disposed crossbeams.
By using above-mentioned technical proposal, the lifting force for being subject to clamping plate by square beam and vertical beam passes to cornered beam and Gu
Booth superstructure, making ancient booth superstructure, together stress is lifted with fore-set, vertical beam is supported on two fore-sets by crossbeam, is prevented
Only two fore-sets change in lifting time interval, protection fore-set and the connection structure on Gu Ting tops.
Preferably, it is provided with backing plate between the vertical beam and cornered beam.
By using above-mentioned technical proposal, vertical beam is avoided to cause to damage to cornered beam and ancient booth superstructure.
Preferably, be equipped with position limiting structure between described two adjacent fore-set tops, the position limiting structure with it is described solid
It is identical to determine portion's structure.
By using above-mentioned technical proposal, spacing will not become between position limiting structure can guarantee that two adjacent fore-sets
Change, enable two adjacent fore-set Synchronous liftings, make the stable structure of whole ancient booth.
A kind of Gu booth integral lifting method, it is characterised in that：Comprise the following steps：
The first step, according to the weight of ancient booth choose lifting gear, according to the corner of the fore-set of ancient booth be distributed, choose more manual thousand
Jin top is used as lifting gear, and two jack are arranged per angle；
The installation of second step, fixed part, two isometric metal splints is placed with two adjacent fore-set both sides side by side, successively
Wear four adjusting rods to connect two clamping plates, adjusting rod is gradually tightened, and makes clamping plate gradually hold fore-set tightly；
The installation of 3rd step, lifting parts, downside is welded to connect beam between two clamping plates, is set between two fore-set base for posts
Soil is blocked, blocks and bearing plate is placed on soil, jack is placed on bearing plate, is against at the top of jack on tie-beam；
The installation of 4th step, supporting part, square beam, vertical beam and backing plate are stacked on two clamping plates successively close to two fore-sets, perpendicular
Multiple crossbeams are fixed between beam；
5th step, ancient booth are integrally lifted, and every jack is equipped with two operating personnel, more jack while pressurized operation, will
Fixed part jacks up, and fore-set gradually departs from the stone pier, and anti-collapse structure is piled up between tie-beam or clamping plate and bearing plate, is reached to fore-set
To predetermined altitude；
6th step, the lifting stone pier, clear up stone pier surrounding working face, stone pier lower surface mortar, dregs are cleaned out, in the stone pier four
Angle pading plate, by staying grouting notch on the inside of age of recent antiquity booth, outside stays exhausting-gas hole, mortar and closely knit maintenance is poured on the downside of the stone pier；
7th step, fore-set return installation, and after the stone pier is raised to sustained height, jack slowly pressure release one by one, fore-set is fallen after rise to stone
On pier.
By using above-mentioned technical proposal, Gu Ting is provided lifting gear using the method for multiple fore-set Synchronous liftings
Lifting force is shared in each fore-set and Gu Ting top overall structure by fixed part and supporting part, avoid Gu Ting because stress not
The situation of run-off the straight or deformation, while avoid Gu Ting from being damaged, after Gu Ting liftings, fore-set is separated with the stone pier, can be to stone
The position of pier and height are adjusted, and the sagging stone pier is leveled up by the way that steel plate mortar is padded, and all stones pier reach sustained height,
The decentralization of ancient booth is reinstalled again, ancient booth integrally realizes elevated height and correction.
Preferably, jack lifting speed is less than 1mm/min in the 5th step, 3mm is often lifted as a lifting level,
The multiple support of timber wedge is placed under jack, anti-collapse structure and fore-set, it is ensured that Gu Ting is not fallen after rise, load at least 20 minutes, is checked true
After recognizing booth body, frame body safe, carry out loading again and lifted, to reaching design top lifting height.
By using above-mentioned technical proposal, the overall slowly lifting of ancient booth, it is ensured that Gu Ting held stationaries in lifting process, no
It can shake or tilt, it is ensured that construction quality and engineering safety.
In conclusion the invention has the advantages that：
1st, when the ancient booth of progress is integrally lifted, adjacent fore-set is synchronously fixed and embraced by mounting part between adjacent fore-set
Tightly, enable two fore-sets while moved with fixed part, lifting parts are set in fixed part lower part, lifting force is passed through fixation by lifting parts
Portion passes to fore-set, and fore-set rises under the action of lifting force, and multiple fore-sets move together, drives whole ancient booth to be lifted.
2nd, the lifting force for being subject to clamping plate by square beam and vertical beam passes to cornered beam and Gu Ting superstructures, makes Gu Tingshang
With fore-set, together stress is lifted portion's structure, vertical beam is supported on two fore-sets by crossbeam, prevents two fore-sets in lifting
Spacing changes, protection fore-set and the connection structure on Gu Ting tops.
3rd, the method that Gu Ting uses multiple fore-set Synchronous liftings, the lifting force that lifting gear is provided pass through fixed part and branch
Support part is shared in each fore-set and Gu Ting top overall structure, avoids Gu Ting run-off the straight or deformations because of unbalance stress
Situation, while avoid Gu Ting from being damaged, after Gu Ting liftings, fore-set is separated with the stone pier, can be adjusted to the position of the stone pier and highly
It is whole, the sagging stone pier is leveled up by the way that steel plate mortar is padded, all stones pier reach sustained height, then the decentralization of ancient booth is pacified again
Dress, ancient booth integrally realize elevated height and correction.
Brief description of the drawings
Fig. 1 is the structure diagram of middle ancient times booth of the invention；
Fig. 2 is the fore-set distribution map of middle ancient times booth of the invention；
Fig. 3 is the schematic diagram of middle ancient times booth entirety lift structure of the invention；
Fig. 4 is the lifting gear distribution map of ancient booth lift structure of the invention.
In figure, 1, fixed part；100th, fore-set；11st, clamping plate；12nd, adjusting rod；13rd, non-slip mat；2nd, lifting parts；200th, the stone pier；
21st, lifting gear；22nd, bearing plate；23rd, tie-beam；24th, anti-collapse structure；3rd, supporting part；300th, cornered beam；31st, square beam；32nd, erect
Beam；33rd, crossbeam；34th, backing plate；4th, position limiting structure；400th, upper booth body；5th, soil is blocked.
Embodiment
The present invention is described in further detail below in conjunction with attached drawing.
In the description of the invention, it is to be understood that term " " center ", " on ", " under ", "front", "rear",
The orientation or position relationship of the instruction such as "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " is based on attached drawing institutes
The orientation or position relationship shown, is for only for ease of description the invention and simplifies description, rather than indicates or imply and is signified
Device or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the present invention
Limitation.
As shown in Figure 1, it is the structure diagram of ancient booth, including the fore-set 100 as supporting structure, 100 lower end of fore-set
It is the stone pier 200, the stone pier 200 is placed on the base surface of compacting, and fore-set 100 is perpendicular to be stood upright on the stone pier, the top Tenon of fore-set 100
Cornered beam 300 is connected with, cornered beam upper end is fixed with the upper booth body 400 as ancient booth main body.
As shown in Figure 2, middle ancient times booth of the invention is supported using 12 fore-sets 100, and the four of Gu Ting is distributed in per three, angle
A corner, three fore-sets 100 are arranged at a right angle.
A kind of Gu booth entirety lift structure, as shown in Figure 3, is made of fixed part 1, lifting parts 2 and supporting part 3.It is fixed
Portion 1 is installed on the lower part of fore-set 100 at 200 upper side 60cm of the stone pier, is held tightly by adjustable structure and is fixed on fore-set
On 100；Lifting parts 2 are installed on the lower part of fixed part 1, and between foundation ground and fixed part 1, upper end is against on fixed part 1,
When fixed part 1 and fore-set 100, which are fixed, to be connected as a single entity, lifting parts 2 are used to integrally lift fixed part 1 and Gu Ting；Supporting part 3 is
Frame structure, its left and right ends contradict on the surface of two adjacent fore-sets 100, upper and lower ends be against respectively on fixed part 1 and
On cornered beam 300, it is supported between fixed part 1 and cornered beam 300, booth body 400 is synchronously moved up with fore-set 100 in guarantee, makes Gu
Booth will not deform.
With reference to shown in attached drawing 3 and 4, the two neighboring stone pier 200 is placed on base surface as the base for post of fore-set 100, at two
Set between the fore-set stone pier 200 and block 5, in ancient building, the wall built by laying bricks or stones between base of a pillar pier is used as " blocking soil ", and base of a pillar pier is in the present invention
The stone pier 200, block and lifting parts 2 be set on soil 5, lifting parts 2 include lifting gear 21, bearing plate 22 and tie-beam 23, of the invention
Middle bearing plate 22 is placed on and blocks on soil 5, lifting gear 21 is placed on bearing plate 22 using jack using the steel plate of 20mm thickness
On, tie-beam 23 uses I-steel, is connected to the top of jack, and is connected to the downside of fixed part 1.
In the present embodiment, fixed part 1 includes clamping plate 11 and adjusting rod 12, and clamping plate 11 is two, is arranged in parallel in adjacent two
Inside and outside a fore-set 100, two clamping plates 11 hold two adjacent fore-sets 100 tightly, and pass through four adjustable adjusting rods
12 are fixed, and each fore-set 100 is located in the rectangular space that two clamping plates 11 and two adjusting rods 12 are formed, in the present embodiment
Adjusting rod 12 is the high-strength bolt of 20M, and clamping plate 11 is 22# channel steels, and channel steel slot bottom is close to fore-set 11, by tightening bolt, makes two
The spacing of a clamping plate 11 reduces, and holds fore-set 100 tightly, two adjacent fore-sets 100 is become a lift unit, two fore-sets
100 are lifted with clamping plate 11.In order to improve the fixing intensity between clamping plate 11 and fore-set 100, make a circle around fore-set 100
The non-slip mat 13 that rubber is done, non-slip mat 13 are clipped between clamping plate 11 and fore-set 100, increase the frictional force of the two, clamping plate 11 and top
100 Synchronous lifting of column, will not occur relative friction.
Tie-beam 23 is welded on the downside of two clamping plates 11, and with two 11 vertical connections of clamping plate, lifting gear 21,000
Jin contact makes the lifting force that two clamping plates are subject to identical in the centre position of two clamping plates 11.Jack is let out suddenly in order to prevent
Press and cause fore-set 100 to drop, between bearing plate 22 and tie-beam 23 or between bearing plate 22 and clamping plate 11, setting can be with
Jack to be lifted and be successively superimposed elevated anti-collapse structure 24, i.e., the structure built by hard-wood wedge, anti-collapse knot in the present embodiment
Structure 24 is arranged between bearing plate 22 and clamping plate 11, and is arranged on each one of jack both sides.
As shown in Figure 4,8 hand jacks are used in the present embodiment, are set between the fore-set 100 of Gu Ting every nook and crannys three
Two jack are put, jack is located at the centre of two adjacent fore-sets 100, i.e. the jack work of Gu Ting every nook and crannys two.
In fig. 3 it can be seen that supporting part 3 is to be located at 11, two frames between fore-set 100 and cornered beam 300 of clamping plate
Structure, is mainly made of square beam 31, vertical beam 32, crossbeam 33 and backing plate 34.Two square beams 31 are placed on two clamping plates for vertical take
Side will not be rolled close to wooden or metal the structural beams of 100 position of fore-set on clamping plate 11；Vertical beam 32 is uprightly placed on
On square beam 31, its top is against on cornered beam 300, is played a supporting role between clamping plate 11 and upper booth body 400, while in order not to
Cornered beam 300 and upper booth body 400 are damaged, the wooden pallet 34 of rectangle, vertical beam are lined between vertical beam 32 and cornered beam 300
32 are fitted on fore-set 100 by fixture block or cushion block, to make to be subjected to displacement between two vertical beams 32, in two vertical beams 32
Between be fixed with multiple crossbeams 33.Consider from construction cost, square beam 31, vertical beam 32, crossbeam 33 and backing plate 34 are equal in the present embodiment
Using wood materials, specifically using larix olgensis as material.
Position limiting structure 4 is equipped between two neighboring 100 top of fore-set, position limiting structure 4 uses the knot identical with fixed part 1
Structure, top spacing will not change between position limiting structure 4 can guarantee that two adjacent fore-sets 100, make two adjacent fore-sets
100 Synchronous liftings of energy, make the stable structure of whole ancient booth.
The present embodiment when being worked with the following method.
A kind of Gu booth integral lifting method, comprises the following steps：
The first step, according to the weight of ancient booth choose lifting gear 21, according to distribution of the 12 of ancient booth fore-sets 100 in corner, choosing
Eight hand jacks are taken as lifting gear 21, arrange two jack per angle, every jack is capable of carrying a load of Gu Ting
A quarter in total.
The installation of second step, fixed part 1, two isometric metal splints 11 are placed with two adjacent fore-sets side by side
100 both sides, non-slip mat 13 on pad, wear four adjusting rods 12, by two clamping plates 11 successively in the other both sides of two fore-sets 100
Connection clamps, and adjusting rod 12 is gradually tightened, and clamping plate 11 is gradually held fore-set 100 tightly.
The installation of 3rd step, lifting parts 2, downside is welded to connect beam 23 between two clamping plates 11, in two fore-sets 100
Assembled between base for post and block soil 5, blocked soil 5 and build to close to being flushed with the stone pier 200, bearing plate 22 is placed on soil 5 is blocked, jack is put
Put on bearing plate 22, be against at the top of jack among tie-beam 23, jack both sides stack anti-collapse structure 24.
The installation of 4th step, supporting part 3, square beam 31, vertical beam are stacked on two clamping plates 11 successively close to two fore-sets 100
32 and backing plate 34, multiple crossbeams 33 are fixed between vertical beam 32 by nailing.
5th step, ancient booth are integrally lifted, and every jack is equipped with two operating personnel, eight jack while pressure H
Make, fixed part 1 is jacked up, fore-set 100 gradually departs from the stone pier 200, between clamping plate 11 and bearing plate 22 pile up increase it is anti-collapse
Structure 24, reaches predetermined altitude to fore-set 100.
When being lifted, jack lifting speed is less than 1mm/min, often lifts 3mm, jack, 24 and of anti-collapse structure
100 times placement timber wedges of fore-set carry out multiple support, it is ensured that Gu Ting is not fallen after rise, load at least 20 minutes, is checked and is confirmed booth body, frame body
After safety, carry out loading again and lifted, until reaching design top lifting height.
6th step, the lifting stone pier 200, clear up 200 surrounding working face of the stone pier, and the mortar of 200 lower surface of the stone pier, dregs is clear
Reason is clean, and upper steel plate is padded in the corner of the stone pier 200, stays grouting notch by the direction on the inside of age of recent antiquity booth in 200 downside of the stone pier, outside
Exhausting-gas hole is stayed in side, then pours mortar in the cavity of the downside of the stone pier 200, and mortar is consolidated, and is conserved to hard
Change solidification.
7th step, fore-set 100 return installation, after the stone pier 200 is raised to sustained height, jack slowly pressure release one by one, and top
Column 100 slowly transfers falling to the stone pier 200, completes the overall lifting and correction of ancient booth.
After the completion of Gu Ting lifting correction work, the part of ancient booth body damage is repaired, then removes lift structure
And supplementary structure, clear out a gathering place.
This specific embodiment is only explanation of the invention, it is not limitation of the present invention, people in the art
Member as needed can make the present embodiment the modification of no creative contribution after this specification is read, but as long as at this
All protected in the right of invention be subject to Patent Law.
Claims (10)
1. a kind of Gu booth entirety lift structure, lifts ancient booth, the Gu booth includes the fore-set being used to support for overall（100）、
It is arranged on fore-set（100）The stone pier of root（200）, be arranged on fore-set（100）The cornered beam at top（300）And positioned at cornered beam
（300）The upper booth body on top（400）, it is characterised in that：The Gu booth entirety lift structure includes being arranged on fore-set（100）Lower part
Fixed part（1）, be arranged on fixed part（1）The lifting parts of lower part（2）And it is arranged on fore-set（100）Between maintain ancient booth structure
Stable supporting part（3）, the fixed part（1）Clamp and be fixed on two adjacent fore-sets（100）Both sides, hold fore-set tightly
（100）, the lifting parts（2）It is arranged on two adjacent fore-sets（100）Between and upper end be against fixed part（1）On, the branch
Support part（3）Conflict is arranged on two adjacent fore-sets（100）Between, the supporting part（3）Upper end is against cornered beam（300）Under
Side, lower end are against fixed part（1）On.
A kind of 2. ancient booth entirety lift structure according to claim 1, it is characterised in that：The fixed part（1）Including two
It is a to be arranged on two adjacent fore-sets（100）The parallel clamping plate in both sides（11）, described two clamping plates（11）Between be equipped with four
For adjusting clamping plate（11）The adjusting rod of spacing（12）, the fore-set（100）Hold tightly in clamping plate（11）And adjusting rod（12）Between.
A kind of 3. ancient booth entirety lift structure according to claim 2, it is characterised in that：The clamping plate（11）With fore-set
（100）Between be provided with non-slip mat（13）.
A kind of 4. ancient booth entirety lift structure according to claim 2, it is characterised in that：The lifting parts（2）Including can
Flexible lifting gear（21）, the lifting gear（21）Lower part is equipped with the bearing plate being positioned on ground（22）, the lifting
Device（21）Conflict, which is provided with, is connected to two clamping plates（11）Tie-beam of the lower part as vertex（23）.
A kind of 5. ancient booth entirety lift structure according to claim 4, it is characterised in that：The bearing plate（22）With being connected
Beam（23）Or clamping plate（11）Between be provided with the stackable anti-collapse structure increased（24）.
A kind of 6. ancient booth entirety lift structure according to claim 2, it is characterised in that：The supporting part（3）Including taking
It is placed on two clamping plates（11）Upper and close two fore-sets（100）Two square beams（31）, the square beam（31）Top abutting has perpendicular
The vertical beam directly set（32）, the vertical beam（32）Upper end is against cornered beam（300）On, two vertical beams（32）Between be connected with
Multiple horizontally disposed crossbeams（33）.
A kind of 7. ancient booth entirety lift structure according to claim 6, it is characterised in that：The vertical beam（32）With cornered beam
（300）Between be provided with backing plate（34）.
A kind of 8. ancient booth entirety lift structure according to claim 1, it is characterised in that：Described two adjacent fore-sets
（100）Position limiting structure is equipped between top（4）, the position limiting structure（4）With the fixed part（1）Structure is identical.
A kind of 9. Gu booth integral lifting method, it is characterised in that：Comprise the following steps：
The first step, according to the weight of ancient booth choose lifting gear（21）, according to the fore-set of ancient booth（100）Corner distribution, choose
More hand jacks are as lifting gear（21）, two jack are arranged per angle；
The installation of second step, fixed part, by two isometric metal splints（11）It is placed with side by side in two adjacent fore-sets（100）
Both sides, wear four adjusting rods successively（12）By two clamping plates（11）Connection, adjusting rod（12）Gradually tighten, make clamping plate（11）By
Gradually hold fore-set tightly（100）；
The installation of 3rd step, lifting parts, in two clamping plates（11）Between downside be welded to connect beam（23）, in two fore-sets
（100）Set between base for post and block soil（5）, block soil（5）Upper placement bearing plate（22）, jack is placed on bearing plate（22）On,
Tie-beam is against at the top of jack（23）On；
The installation of 4th step, supporting part, in two clamping plates（11）Upper close two fore-sets（100）Square beam is stacked successively（31）, it is perpendicular
Beam（32）And backing plate（34）, in vertical beam（32）Between fix multiple crossbeams（33）；
5th step, ancient booth are integrally lifted, and every jack is equipped with two operating personnel, more jack while pressurized operation, will
Fixed part（1）Jack up, fore-set（100）Gradually and the stone pier（200）Depart from, in tie-beam（23）Or clamping plate（11）With bearing plate（22）
Between pile up anti-collapse structure（24）, to fore-set（100）Reach predetermined altitude；
6th step, the lifting stone pier（200）, clear up the stone pier（200）Surrounding working face, by the stone pier（200）Lower surface mortar, dregs are clear
Reason is clean, in the stone pier（200）Corner pading plate, by staying grouting notch on the inside of age of recent antiquity booth, exhausting-gas hole, the stone pier are stayed in outside（200）Under
Mortar and closely knit maintenance are poured in side；
7th step, fore-set（100）Return installation, the stone pier（200）After being raised to sustained height, jack carries out pressure release, top one by one
Column（100）Fall after rise to the stone pier（200）On.
A kind of 10. ancient booth integral lifting method according to claim 9, it is characterised in that：Jack in 5th step
Lifting speed is less than 1mm/min, often lifts 3mm, jack, anti-collapse structure（24）And fore-set（100）The lower placement multiple branch of timber wedge
Support, it is ensured that Gu Ting is not fallen after rise, load at least 20 minutes, is checked after confirming booth body, frame body safe, is carried out loading again and is lifted, extremely
Reach design top lifting height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711279674.XA CN107956295B (en) | 2017-12-06 | 2017-12-06 | Ancient pavilion integral lifting structure and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08246687A (en) * | 1995-03-09 | 1996-09-24 | Ohbayashi Corp | Method of lift-up construction |
| JP2001262595A (en) * | 2000-03-22 | 2001-09-26 | Kajima Corp | Building construction method of underground building frame |
| 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 |
| CN101725258A (en) * | 2008-10-30 | 2010-06-09 | 上海天演建筑物移位工程有限公司 | Integral jacking method of heritage buildings |
| CN203846793U (en) * | 2014-03-06 | 2014-09-24 | 河北省建筑科学研究院 | Active reinforcing support rack used during monolithic movement of tower building |
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08246687A (en) * | 1995-03-09 | 1996-09-24 | Ohbayashi Corp | Method of lift-up construction |
| JP2001262595A (en) * | 2000-03-22 | 2001-09-26 | Kajima Corp | Building construction method of underground building frame |
| 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 |
| CN101725258A (en) * | 2008-10-30 | 2010-06-09 | 上海天演建筑物移位工程有限公司 | Integral jacking method of heritage buildings |
| CN203846793U (en) * | 2014-03-06 | 2014-09-24 | 河北省建筑科学研究院 | Active reinforcing support rack used during monolithic movement of tower building |
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