CN101092850A - Method and installation for rising building or historical building / cluster of historical building integrally - Google Patents

Method and installation for rising building or historical building / cluster of historical building integrally Download PDF

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Publication number
CN101092850A
CN101092850A CN 200610017994 CN200610017994A CN101092850A CN 101092850 A CN101092850 A CN 101092850A CN 200610017994 CN200610017994 CN 200610017994 CN 200610017994 A CN200610017994 A CN 200610017994A CN 101092850 A CN101092850 A CN 101092850A
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China
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jacking
jack
palace
cushion block
building
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CN 200610017994
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Chinese (zh)
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张准胜
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张准胜
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Priority to CN 200610017994 priority Critical patent/CN101092850A/en
Publication of CN101092850A publication Critical patent/CN101092850A/en

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Abstract

This invented method and device can realize integral original position lift-up protection to Wudang mountain ancient construction groups(walls, gates, palaces and corridors) and lift-up reconstruction of ancient construction groups or the existing buildings in cities and countryside.

Description

The method and apparatus of a kind of building or heritage buildings/group's integral jacking

Technical field:

The present invention relates to a kind of method and apparatus of building jacking, particularly relate to the method and apparatus of a kind of building or heritage buildings/group's integral jacking.

Background technology:

China is an ancient civilized country, a considerable amount of ancient buildings and ancient buildings that various places are keeping; These ancient buildings and ancient buildings be as the history of solidifying, and write down and keeping a large amount of in history information, be the treasure that ancestors leave we descendant for, great protection and researching value are arranged.Since nearly 20 years; China's economy continues with surprising rapidity, stable development; the large-scale city process is constantly accelerated; big object of construction production is more and more; the contradiction of engineering construction and historical relic's protection is very outstanding; many important, valuable ancient buildings and ancient buildings have caused repairable never loss and sorry because technical having no idea and be forced to the misfortune of removing or removing inevitably is damaged these ancient buildings and ancient buildings to some extent.

Example: the south water to north work centerline that China goes into operation in recent years, by increasing the Danjiangkou Reservoir dam, improve normal pool level, increase storage capacity, thereby realize to North China's water transfer.After the completion of south water to north work centerline, the Danjiangkou Reservoir water level that is in flooding area will be risen to 168 meters by present 156 meters, this gap of 12 meters will make the important component part of the world cultural heritage Ancient Building Comoplex at Wudangshan that is positioned at the reservoir periphery---and meet true palace and forever flooded.Meet true palace and be built in the Ming Dynasty before more than 500 year, 33 in room, existing mausoleum is one of Wudang Mountain 33 place's ancient buildings, is positioned at chance Zhen Gong village, North Road, Wudang under the Wudang Mountain.All flooding in the historical relic below waterline, meeting true palace is to be worth maximum.Meeting true palace is " world cultural heritage ", and its existence is the symbol of long cultural and historical.Although important historical relic point in design, is thought with doing one's utmost to avoid departments in charge of cultural and historical relics by design department, meet true palace and flooded really and can't avoid.How protecting the true palace of chance has been extremely urgent problem.It should be noted that special " identity " of meeting true palace; agreement according to " protection world cultural and natural heritage pact "; all change the World Heritage Commission's approval that the way of meeting true palace present situation all must be reported UNESCO by world cultural heritage China Committee, just can implement.Whether the protected mode in the true palace of end-on science, rationally, will be directly connected to the attitude that China treats world cultural heritage.

Protection is met the present relevant department in true palace and has been proposed four kinds of rescuing schemes: 1. will meet true palace and remove the high reconstruction of original place frame; 2. will meet the disposable resettlement in true palace to other areas rebuilds; 3. outside meeting true palace, build check dam one, itself and reservoir area are isolated; 4. build dam in Danjiangkou Reservoir and Wudang Mountain intersection, directly cut off big flood in the future.Above-mentioned 4 kinds of rescuing scheme essence are 2 kinds of technical schemes, i.e. reconstruction technique scheme and build the dam technical scheme.

The reconstruction technique scheme: the high or disposable resettlement of original place frame promptly on the spot or the strange land build again, must remove meeting true palace earlier, to relic numbering, reorganization again.Can occur inevitably damage in the engineering, its original appearance also will be had a greatly reduced quality, and the most important thing is, meet the information in ancient times that true palace layout, structure, material preserve and will be subjected to considerable damage and eternal losing.The expert says in this way: artifact is all non-renewable, can not copy, and in a single day historical information loses, and what bring is irretrievable loss and shortcoming, " cries and all has little time " very till that time.As truly it being relocated, it will be a largest engineering of Ancient Chinese historical relic single building resettlement, and the estimation fund will be up to 4,000 ten thousand yuan.

Build the dam technical scheme: it not is a lot of meeting that the height above sea level in true palace and waterline differ, and it is less to build dam embankment engineering quantity, and protection is convenient to preserve the authenticity of meeting true palace and the integrality of Ancient Building Comoplex at Wudangshan total arrangement on the spot.Simultaneously, build check dam and also help near many places ancient building and the ruins true palace of protection chance, do convenient and swift really like this.Meeting true palace in front of the door but dam is horizontal, there is bigger drawback in head up to 12 meters---how draining? if cofferdam Zha Ba protects on the spot, wooden construction makes moist in low-lying location throughout the year, must quicken the deterioration of wooden structures.Also have inland river, streamlet around meeting true palace, flow is little, but problem is not little, uses water pump to draw water, and must adhere to for a long time, relates to personnel's establishment and cost issues.Count and, protection institute cost gold and rebuilds unlike resettlement and lack on the spot, and the maintenance cost with whole system of not considering throughout the year to draw water is only built dam fund about 60,000,000.

The method and apparatus of inventor's patent application in November, 2,005 2005100485111 described whole building jackings, limited because of top lifting height, cost is high, can't implement to solve the problem that true palace ran into of meeting.The awkward situation that above-mentioned case runs into illustrates that present engineering, historical relic lack a kind of method and technology of whole original position jacking relatively cheap, that extensively be suitable for to protection building, ancient building or ancient buildings.

Summary of the invention:

First purpose of the present invention provides the method for a kind of heritage buildings or ancient buildings integral jacking, makes similar south water to north work centerline meet the ancient building of true palace case or ancient buildings is avoided removing or tearing down and building, can whole original position jacking to design height.

Second purpose of the present invention provides the method for a kind of modern building or architectural complex integral jacking, can make building or architectural complex economically integral jacking can be widely used in the lifting reconstruction of modern existing building or architectural complex to design height.

The 3rd purpose of the present invention provides the device of a kind of building or the whole original position jacking of heritage buildings/group, for the method for above-mentioned building or heritage buildings/group's integral jacking provides technical guarantee.

The present invention still solves the technical scheme that its technical problem was adopted to meet the case explanation of true palace.

Meet existing masonry structure three certificate palace doors of true palace architectural complex and splayed wall wall, palace wall, dragon and tiger hall, thing side hall in a palace or temple, room, thing corridor, each one at the single arched door or gate thing of masonry structure palace door, audience hall ruins, group hall claustra stylobate.Meet true palace architectural complex and can represent the ancient building or the ancient buildings of China, according to its basis, space structures and integral jacking technology characteristics, by basic plane form and spatial form it is divided into palace wall, palace door, the three types of ancient buildings in palace; Whole original position jacking technical method, device and the combination thereof of these three types of ancient buildings go for the present all types of buildings of China, ancient building or ancient buildings basically.

Palace wall class heritage buildings is meant space infinity, the long and narrow heritage buildings that is bar shaped and does not have stylobate in basis, as palace wall, the screen wall facing the gate of a house etc.; Palace class heritage buildings is meant that the space is narrow and small even does not have the space, basis circumference, the tall and big Ru Gongmen of stylobate, tower, altar etc.; The palace heritage buildings has timber frame, and the inner space is open, stylobate is advanced, as palace, side hall in a palace or temple, vestibule etc.The modern building inner space is big, the basis is long and narrow and do not have stylobate, its integral jacking method be installed on palace wall roughly the same.Narrate respectively below in conjunction with meeting the whole original position jacking technical scheme in true palace.

One. the jacking of palace wall class strip foundation whole building original position

To meet true palace palace wall is example.Meet 845 meters of true palace palace wall total lengths, palace wall is wide 1.3 meters, 6 meters of height.Meeting true palace palace wall integral jacking can also can be divided into palace wall the integral jacking monomer of plurality of sections with palace wall as an integral jacking monomer, and palace wall can give over to the shrinkage joint at interval.The jacking of palace wall class whole building comprises following content and finishes construction by following order:

Reinforce palace wall-→ manufacture steel or steel concrete lift for a short time beam and the jacking that burrows at interval under the end horizontal separation face of palace wall basis lift for a short time beam or cast in situs steel concrete lift for a short time beam-→ lift beam and palace wall both sides steel concrete or steel for a short time to lift beam greatly and build or weld/be connected on simultaneously-→ progressively make pallet system-→ the outside pile or enlarge the basis and establish foundation connection beam formation base system-→ between basis system and pallet are, install jack-→ many jack, pipeline, oil pump, sensor and computer software and hardware constitute computer-controlled Hydraulic Synchronizing jack-up system (top power system)-→ keep at a certain distance away and fasten on the basis, pallet be both sides make steel or steel concrete position limiting pile-→ make steel or steel concrete or concrete pad-→ a jacking/pad/jacking-→ build steel concrete fore-set or weldering/connect steel fore-set-→ weld/connect or build steel or steel concrete stub wall-→ fill out ram soil or scaffolding-→ jacking certain altitude level establish steel or steel concrete contact beam-→ repeat above-mentioned operation jacking reach design height-→ between pallet system and basis system, damping device is being set or be rigidly connected-→ pallet system with basic be between filling, grouting-→ dismounting top power system, position limiting pile, reinforcing system-→ the arrangement recovery-→ periodic observation.

Two. the whole original position jacking of the basic ancient building of palace class rectangle (containing circle)

Meet three at architectural complex palace, true palace door, comprise Buddhism, The East Palace Gate, western palace door.Buddhism, western palace door, The East Palace Gate structural similarity, whole original position jacking operation is basic identical, and big or small complexity is different; Buddhism, wall wall and part palace wall are as an integral jacking monomer, and The East Palace Gate and part palace wall are as an integral jacking monomer; The western palace door as the jacking monomer with do not get in touch on every side, it is simple relatively to construct; For knowing that it sees, below be example with the western palace door.Door whole original position jacking in palace comprises following content and finishes construction by following order:

Reinforce arched door, the soil body in palace door and the stylobate-→ with special diamond chain saw or other special-purpose machines and tools or manually palace door foundation bed cut out the horizontal separation face-→ burrowing at interval under the end horizontal separation face of palace door basis progressively jacking or cast in situs make on tapping or the steel concrete joist and be rigidly connected form pallet system-→ indoor outside pile or enlarge the basis and establish foundation connection beam formation base system-→ between basis system and pallet are, install jack-→ many jack, pipeline, oil pump, sensor and computer software and hardware constitute computer-controlled Hydraulic Synchronizing jack-up system (top power system)-→ fasten on the basis around the door of palace, pallet be both sides make several steel or steel concrete position limiting pile-→ make steel or steel concrete or concrete pad-→ a jacking/pad/jacking-→ build steel concrete fore-set or weldering/connect steel fore-set-→ build steel or steel concrete stub wall-→ fill out ram soil or scaffolding-→ jacking certain altitude level establish steel or steel concrete contact beam-→ repeat above-mentioned operation jacking reach design height-→ between basis system and pallet system, damping device is being set or be rigidly connected-→ filling between basis system and pallet are, grouting-→ dismounting top power system, position limiting pile, reinforcing system-→ the arrangement recovery-→ periodic observation.

Three. the palace class is returned the whole original position jacking of type basis ancient building

Meet Zhen Gong palace and corridor, hall stylobate, comprise the dragon and tiger hall, thing side hall in a palace or temple, room, thing corridor, the residual location of Zhen Xiandian, group hall claustra stylobate.1.8 meters of dragon and tiger hall stylobates, 3.1 meters of very celestial hall stylobates, 1.6 meters of thing side hall in a palace or temple stylobates.Stylobate, room, corridor all around all the people present palace closely are connected to the type overall structure one time, actual situation folding up and down, and bilateral symmetry is rigorous, and front and back are in picturesque disorder.If true Xian Dian ruins, dragon and tiger hall, thing side hall in a palace or temple, group's hall claustra and stylobate are disassembled into single integral jacking monomer respectively, then meet Zhen Gong palace architectural complex and group hall claustra stylobate will be subjected to great destruction; For the integrality of protecting its structure and ancient times information authenticity, this programme is designed to a complete integral jacking monomer with true Xian Dian ruins, dragon and tiger hall, thing side hall in a palace or temple, group's hall claustra and stylobate.Do like this, very difficult, but for meeting the protection of true palace, may be best scheme.Meeting the whole original position jacking of true palace main shrine, side hall in a palace or temple and vestibule stylobate comprises following content and finishes construction by following order:

Reinforce climbing structure form reinforce system-→ make-up room in joist and laterally connecting on steel or the steel concrete, excavate indoor making steel or reinforced concrete upright column from top to bottom, following joist, laterally, oblique be connected to form framework joist system-→ the indoor and outdoor pile or enlarge the basis and establish foundation connection beam be connected to basis system-→ between framework joist system with the basis is, install jack-→ many jack, pipeline, oil pump, sensor and computer software and hardware constitute computer-controlled Hydraulic Synchronizing jack-up system (top power system)-→ in the hall around the basis fasten, the framework joist be both sides make some steel or steel concrete position limiting pile-→ make steel or steel concrete or concrete pad-→ a jacking/pad/jacking-→ build steel concrete fore-set or weldering/connect steel fore-set-→ weld/connect or build steel or steel concrete stub wall-→ fill out ram soil or scaffolding-→ jacking certain altitude level establish steel or steel concrete contact beam-→ repeat above-mentioned operation jacking reach design height-→ between grade beam and following joist damping device is being set or is being rigidly connected-→ the basis be and the framework joist be between filling, grouting-→ dismounting top power system, position limiting pile, reinforcing system-→ the arrangement recovery-→ periodic observation.

Position limiting pile), foundation underpinning system (comprising: pallet system or framework joist system), top power system, basis system (comprising: cushion block, stub) four major parts whole original position jacking technical scheme method of above-mentioned palace wall, palace door, palace and flow process, its common feature are to contain to reinforce system and (comprising:.Be described in further detail below in conjunction with meeting the whole original position jacking of true palace architectural complex.

Reinforcing system's (containing position limiting pile) is meant: in order to prevent excessive deformation and the damage of jacking building in the jacking process, guarantee the jacking job safety, to the structure and the basic interim strengthening measure of being taked of jacking building; As position limiting pile, be for prevent jacking building level to lateral drift, for making its rigidity big, generally adopt reinforced concrete structure; Palace gate arch circle is reinforced can adopt masonry and steel work; The palace reinforces can adopt wooden construction and steel work; Palace wall is reinforced can adopt wooden construction and reinforced concrete structure.

Foundation underpinning system is meant different foundation underpinning method and the structure that different type of foundations is taked; Palace wall basis is bar shaped, and in order to prevent deflection deformation excessive in the jacking process, pallet system lifts beam greatly and adopts steel concrete to build to form; Door basis, palace is rectangle Shitai County, rams soil in the platform, goes into a complete integral body in order to avoid excessive distortion in the jacking process in order to make it, and door foundation bottom complete underpining in palace is the steel concrete pallet; The design feature in palace generally is that the roofing load born of timber frame is lighter, and body of wall and Shitai County's base be from great, in order to alleviate jacking weight, can be in Shitai County's base from top to bottom base for post and stylobate be underpined and is the framework joist; If do not consider jacking weight, the palace foundation underpinning also can be taked the same method of palace door.

Top power system is meant that many jack, pipeline, oil pump, sensor and computer software and hardware constitute computer-controlled Hydraulic Synchronizing jack-up system.Meet the whole original position jacking in true palace 350 jack need be set approximately, be distributed under the palace door, palace wall, palace architectural complex of 45 mu of areas, require so many jack together to move synchronization of jacking up; Although existing computer-controlled Hydraulic Synchronizing jack-up system a complete set of equipment solves the Synchronization Control problem of meeting the whole original position jacking in true palace jack cluster, remain a difficult problem of not separating both at home and abroad.The key of a difficult problem is the economy and the integrity problem of resolution system; Existing computer-controlled Hydraulic Synchronizing jack-up system a complete set of equipment costs an arm and a leg both at home and abroad, adopts these equipment if meet true palace architectural complex jacking engineering, and total cost will rise at double, and then jacking scheme superiority will be lost to the greatest extent; Computer-controlled Hydraulic Synchronizing jack-up system is still common jack, there are several to go wrong in the hundreds of platform jack, in the jacking process, all may cause catastrophic consequence, especially list the national treasure level historical relic of World Cultural Heritage List as meeting true palace in, it is insecure that such system is adopted in jacking.

The thinking that the present invention solves its difficult problem is: if in many jack, because of one of equipment fault or part jack quit work, and another part must definitely be safe by the structure of jacking then still in operate as normal.Concrete measure by this thinking is the jack that manufactures and designs the special use of a kind of jacking building, and highly short and small, weight is frivolous, is beneficial to the jacking operation, and tonnage is determined by jack layout, tonnage, load, joist cross section and arrangement of reinforcement optimization; Its principal character is that the jacking range that this jack manufactures and designs is no more than the mid-span deflection value that jack span standard is allowed; Because the admissible value of Code for design of steel structures regulation common buildings flexural member amount of deflection is span 1/400-500, the admissible value of Code for design of concrete structures regulation common buildings flexural member amount of deflection is span 1/300-400; Suppose that the span that jack is arranged is 10 meters, then the standard mid-span deflection value of allowing is the 20-25 millimeter, and the jacking range that this jack manufactures and designs is 20 millimeters; When using this jack cluster jacking, if hindering for some reason, a jack quits work, the span of adjacent two jack quite doubles and promptly becomes 20 meters, then the standard mid-span deflection value of allowing is the 40-50 millimeter, the jacking range that manufactures and designs because of this jack is 20 millimeters, the actual span centre maximum immunity value of adjacent two jack this moment is 20 millimeters, also has one times safety stock, so be very safe and reliable with this jack jacking important building especially historical relic as the true palace of chance.Because of actual jacking design span can not be the same, for improving the versatility of this jack, the top lifting height trimmer that some ring-type steel sheets make can be set under jack jacking dish, around the lifting pin, on the oil cylinder, be used for adjusting the maximum jacking stroke of jack; Suppose that the jacking range that jack manufactures and designs is 20 millimeters, jacking is actual to require 10 millimeters, then needs 2 millimeters 5 of trimmers; Adopt this method, actual jack jacking amplitude can realize very little jacking amount, during this jack cluster jacking operation, jacking amount difference each other is very little, is not only as safe as a housely, and can be similar to and thinks synchronization of jacking up.

Adopt its jacking operation of this jack to be achieved in that every jack is passed through to adjust the jacking pad according to its load, span, set its maximum jacking stroke; According to its maximum jacking stroke, the billet of configuration certain thickness and quantity, the gross thickness of the billet of every jack configuration should be above 2 times of this jack overall height; According to the architectural complex top lifting height, dispose a considerable amount of steel or steel concrete or steel fibre reinforced concrete composite material cushion block, pad thickness equals the jack overall height, and cushion block is established and is given embedded part, is beneficial to cushion block welding or bolt; Between pallet beam and grade beam jack is set, installs repeatedly for avoiding jack, the jack adjustment is fixed under the pallet beam; Expect or concrete leveling with grouting above the grade beam and between the jack bottom surface that contiguous jack is placed a cushion block, and reserve the reinforcing bar jointing of stub; Artificial or electronic startup jack, and the jacking speed of control jack; When jack reaches maximum jacking stroke, between cushion block and pallet beam slit, fill in a billet; After inspection finished, jack slowly bounced back, and load passes on the grade beam by billet, cushion block; Fill in a billet in the slit below jack, repeat said process, billet above jack below, cushion block and jack overall height etc. are neat, and this moment, load passed on the grade beam by billet, cushion block; The billet that takes out the jack below is replaced by cushion block, starts jack, and load passes on the grade beam by jack, cushion block, and the billet that takes out pallet beam below is replaced by cushion block; The process of repeat above-mentioned plug steel plate, changing cushion block; Cushion block surpasses two, will weld rapidly or bolt each other, to increase rigidity and stability; Cushion block piece number or highly surpass certain numerical value as 0.5 meter, is then laid reinforcing bar around the cushion block, main muscle is reserved joint with grade beam and is connected, and upwards continues to reserve main muscle joint, and formwork erection is built from levelling rapid hardening high-strength concrete, jack below formation stub basis; Repeat above-mentioned plug steel plate, cushion block, build the process of stub, when pallet beam below headroom reaches 1.5 meters, scaffold erecting or the underfooting is filled out and rammed soil as scaffold, fill out and ram soil and simultaneously stub is worked the effect of going along with sb. to guard him; Repeat above-mentioned plug steel plate, cushion block, build stub, scaffold erecting or the process of ramming soil is filled out in the underfooting, until with the building jacking to design height, between stub and pallet beam damping device is set or is rigidly attached to simultaneously.Meet true palace architectural complex jacking and adopt to fill out and make scaffold on the rammer, and the buildings in general jacking is adopted and scaffolded erecting; The building jacking is to design height, and the jacking stub can be used as permanent frame column, also can reset frame column between grade beam and pallet beam, newly frame column is set after, the jacking stub can be removed.

Basis system comprises expansion basis, basic, the box foundation of pile cap, and is identical with the common buildings engineering, and execution conditions are difficulty relatively; The job practices of jacking stub as above saves described.

To meet the whole original position jacking technical scheme of true palace architectural complex be with the reconstruction technique scheme and build dam technical scheme a kind of new technical scheme arranged side by side.Meeting the whole original position jacking technical scheme of true palace architectural complex has drawn the reconstruction technique scheme and has built the advantage of dam technical scheme and avoided its shortcoming; the authenticity of meeting true palace and the integrality of Ancient Building Comoplex at Wudangshan total arrangement have been preserved on the spot; protected to greatest extent and met the information in ancient times of preserving in true palace and avoid destroying and losing, and provide a kind of new method for this type of ancient building or the protection of ancient buildings original position integral jacking.

The invention has the beneficial effects as follows: utilize method and apparatus provided by the invention, can realize meeting the whole original position jacking protection of true palace architectural complex (comprising palace wall, palace door, palace and vestibule stylobate) safely, economically; This method and apparatus also can be widely used in the lifting reconstruction of ancient building or ancient buildings and town and country existing building or architectural complex simultaneously.

Description of drawings:

The invention will be further described below in conjunction with drawings and Examples.

Fig. 1, Fig. 2, Fig. 3 are palace wall of the present invention, palace door, the whole original position jacking in palace schematic diagram;

Fig. 4, Fig. 5, Fig. 6 are whole building original position jacking schematic detail view of the present invention; Fig. 7 is the special-purpose jack structure schematic diagram of whole building original position jacking of the present invention.

In above-mentioned figure: 1 palace wall, 2 palace wall foundation stones, 3 palace wall pallet beams, 4 jack, 5 rammers banket 6 stubs, 7 position limiting piles, 8 grade beams, 9 raft foundations or pile cap, 10 palace doors, 11 Shitai County's bases, 12 palace Fomento Pan Liang, 13 palace timber frames, 14 reinforce system, joist on 15 palaces, 16 step railings, 17 palace frameworks, joist under 18 palaces, 19 billets, 20 cushion blocks, welding of 21 cushion blocks or bolt, 22 bar splices, 23 jack jacking plates, pad is adjusted in 24 jack jackings, the maximum jacking stroke of 25 jack, 26 jack backing boards, 27 jack backing boards connect keyhole, 28 palaces.

The specific embodiment:

Embodiment one: meet the whole original position jacking of true palace palace wall (1) referring to Fig. 1, Fig. 5, Fig. 7.

1. building structure: meet about 845 meters of true palace palace wall (1) total length, wide 1.32 meters, highly about 6 meters.Palace wall (1) is built into the blue bricks lime, does not have the shrinkage joint, and is intact generally; Blue bricks divides thickness two kinds of models, thick brick basis, body of wall, splits build a wall top, wall eaves; 1-3 centimetre of lime seam; Body of wall is built method one and is run a horizontal stroke, and metope is " worker " font; The wall top is covered with sward.

2. ground is with basic: with reference to the existing geologic information in this area, meeting true palace palace wall (1) geologic information considers by following condition: ground is all estimated by loam, bearing capacity of foundation soil standard value 100kPa, loam is better to water permeability between basement rock, rich groundwater, groundwater table is in underground 1.5-2 rice, and concrete is not had corrosivity.Dig to prospect according to the scene and examine, palace wall basis (2) are 1 layer of Wudang ash greenschist, are expansion brick foundation, about 1 meter high this on.

3. foundation underpinning: according to palace wall (1) structure and basis (2) characteristics, the palace wall foundation underpinning adopt basis (2) down at interval jacking prefabricated reinforced concrete lift beam for a short time, the palace wall both sides are built steel concrete and are lifted beam greatly, progressively make steel concrete pallet beam (3).

4. top lifting height is determined: meet true palace palace wall (1) and be positioned on the I level terrace, water mill river, and 161 meters of ground elevations (Huanghai Sea elevation, down together), 159 meters of the basis end (2) elevations, top lifting height are determined to be controlled by the Danjiangkou Reservoir design flood level.According to the Changjiang river committee design data, meet the minimum jacking elevation of true palace architectural complex and should reach 170.06 meters; According to 170.2 meters of immigrant's migration line elevations, consider that settling amount and water surface landscape design that high fill side is big need, the whole original position top lifting height of palace wall (1) is met about 171 meters of palace wall basis, the true palace end (2) elevation by 12 meters designs behind the integral jacking.

5. jacking design: for protecting the integrality of palace wall (1) original appearance and structure thereof to greatest extent, the design does not consider that palace wall (1) cuts into the plurality of sections section jacking, but with it as a complete monomer integral jacking.70 of palace wall (1) jacking design stub (6) framed bents, 140 of jacking fulcrum designs, (4) 140 on 150 tons of special-purpose jacking jack; 21000 tons of total top lifts.The jacking flow scheme design is as follows:

Reinforce palace wall (1) form reinforce system (14)-→ manufacture that steel concrete is lifted beam for a short time and the cast in situs steel concrete that under the end horizontal separation face of palace wall basis, burrows at interval lift for a short time beam-→ lift beam for a short time to lift beam greatly with palace wall both sides steel concrete and be cast in simultaneously-→ progressively make palace wall pallet beam (3) and be-→ the wall outside enlarge the basis form raft foundation (9) and establish grade beam (8) formation base system-→ be (8 on the basis, 9) and install between pallet system (3) special-purpose jacking jack (4)-→ many special-purpose jacking jack (4), pipeline, oil pump, sensor and computer software and hardware constitute computer-controlled Hydraulic Synchronizing jack-up system top power system (4)-→ keep at a certain distance away in basis system (8,9) on, pallet system (3) both sides make steel concrete position limiting pile (7)-→ make steel fibre reinforced concrete cushion block (20)-→ a jacking/pad/jacking-→ build steel concrete stub (6)-→ fill out ram soil (5)-→ jacking certain altitude level establish steel contact beam-→ repeat above-mentioned operation jacking reach design height-→ be (8 in pallet system (3) with the basis, 9) between cloth muscle concreting form be rigidly connected-→ in pallet system (3) and basis system (8,9) fill between, grouting-→ dismounting top power system (4), position limiting pile (7), reinforcing system (14)-→ the arrangement recovery-→ periodic observation.

6. jacking operation: its jacking operation is achieved in that makes 100 millimeters of special-purpose jacking jack (4) overall heights, setting its maximum jacking stroke (25) according to its load, span is 10 millimeters, can adjust flexibly between the 1-9 millimeter its maximum jacking stroke (25) by adjusting jacking pad (24); 20 of every jack (4) 250 * 250 * 10 millimeters billets of configuration (19) meters, standby 2; According to 12 meters height of jacking needs, every jack (4) 350 * 350 * 10 millimeters steel fibre reinforced concrete composite material cushion blocks of configuration (20) meter 240 is fast, establishes for its four jiaos and gives angle bar embedded part (21), is beneficial to welding between cushion block (20); Special-purpose jacking jack (4) adjustment is fixed under the pallet beam (20); Expect or concrete leveling with grouting above the grade beam (8) and between special-purpose jacking jack (4) bottom surface that contiguous special-purpose jacking jack (4) is placed a cushion block (20), and reserve the reinforcing bar jointing (22) of stub (6); The special-purpose jacking jack (4) of electronic startup, and control its jacking speed, when reaching maximum jacking stroke (25), between cushion block (20) and pallet beam (20) slit, fill in a billet (19); After inspection finished, special-purpose jacking jack (4) is retraction slowly, and load passes on the grade beam (8) by billet (19), cushion block (20); In the slit of special-purpose jacking jack (4) below, fill in a billet (19), repeat said process, billet (19) above special-purpose jacking jack (4) below, cushion block (20) and special-purpose jacking jack (4) overall height etc. are neat, and this moment, load passed on the grade beam (8) by billet (19), cushion block (20); The billet (19) that takes out special-purpose jacking jack (4) below is replaced by cushion block (20), start special-purpose jacking jack (4), load passes on the grade beam (8) by special-purpose jacking jack (4), cushion block (20), and the billet (19) that takes out pallet beam (3) below is replaced by cushion block (20); Repeat said process when cushion block (20) surpasses two, to weld (21) rapidly each other, above 5, then around it, lay reinforcing bar, main muscle is reserved joint (22) with grade beam (8) and is connected, and upwards continues to reserve main muscle joint (22), formwork erection, build from levelling rapid hardening high-strength concrete, special-purpose jacking jack (4) below forms stub basis (6); Repeat said process, when pallet beam below headroom reached 1.5 meters, the underfooting was filled out and is rammed soil (5) as scaffold, fills out rammer soil (5) and simultaneously stub (6) is worked the effect of going along with sb. to guard him; Repeat said process,, reserve main muscle joint (22) between stub (6) and pallet beam (3) and arrange that reinforcing bar, concreting are rigidly attached to simultaneously until with palace wall (1) jacking to 12 meter design height.Meet true palace architectural complex jacking and adopt to fill out and ram soil (5) and make scaffold, jacking is to design height, and jacking stub (6) is as permanent frame column.

Embodiment two: meet the whole original position jacking of Zhen Gong palace door (10) referring to referring to Fig. 2, Fig. 4, Fig. 5, Fig. 7.

1. building structure: meet (10) three at architectural complex palace, true palace door and (comprise Buddhism, The East Palace Gate, western palace door, peripheral about 16 * 6 meters of Buddhism, about 20 * 10 meters of Shitai County contains peripheral about 30 * 12 meters of both sides screen wall Buddhism, peripheral about 9.4 * 5.8 meters of western palace door, The East Palace Gate, about 12 * 8 meters of Shitai County.), structural similarity; Ash greenschist paving, visible two-layer Wudang, ground, Wudang ash greenschist stone carving seat is settled in its hole axis both sides of calling; Thick blue bricks lime is built front-back wall, wall space, gable on the stone seat, and builds circular arch formation door opening with thin blue bricks lime above front-back wall door-hinge line, builds circular arch perpendicular to gable door opening axis with thin blue bricks lime on the front-back wall circular arch and forms the door opening vault; Play ridge on the vault,, form the roof along front-back wall, gable cornice.

2. ground is with basic: the same palace wall of palace door (10) ground data (1); Banket for ramming in Shitai County (11) in Shitai County (11) that shop, palace door (10) ground stone surrounds for Wudang ash greenschist down, Shitai County (11) high about 2.5 meters.

3. foundation underpinning: according to the characteristics of palace door (10) structure and basis (11), foundation underpinning solidifies soil in Shitai County (11) earlier to be strengthened, adopt then dig a hole, the method for top culvert pipe progressively makes steel concrete pallet beam (12) in (11) below in Shitai County.

4. top lifting height is determined: the same palace wall of palace door (10) altimetric data (1), whole original position top lifting height are by 12 meters designs, and the basis end (11) elevation is about 171 meters behind the integral jacking.

5. jacking design: for complete preservation palace wall (1), as a whole jacking simultaneously must be done with the palace wall that links to each other (1) in Buddhism (10), Eight characters screen wall wall and the palace wall (1) and The East Palace Gate (10) that link to each other.Palace door (10) jacking design: 46 of Buddhism (10) jacking fulcrum designs, arrange (4) 46 on 100 tons of special-purpose jacking jack (4), 4600 tons of total top lifts.(4) 15 on 100 tons of special-purpose jacking jack are arranged in 15 of western palace door (10) jacking fulcrum designs, 1500 tons of total top lifts.(4) 17 on 100 tons of special-purpose jacking jack are arranged in 17 of The East Palace Gate jacking fulcrum designs, 1700 tons of total top lifts.The jacking flow scheme design is as follows: reinforce interior the soil body of palace door (10) and stylobate (11) form reinforce system (14)-→ with the special diamond chain saw cut out in bottom surface, door basis, palace (11) the horizontal separation face-→ the progressively jacking cast in situs that under the end horizontal separation face of door basis, palace (11), burrows at interval make on the steel concrete joist and be rigidly connected form pallet system (12)-→ the indoor outside enlarge basis formation raft foundation (9) and establish grade beam (8) formation base be-→ be (8 on the basis, 9) and install between pallet system (12) special-purpose jacking jack (4)-→ many special-purpose jacking jack (4), pipeline, oil pump, sensor and computer software and hardware constitute computer-controlled Hydraulic Synchronizing jack-up system (4)-→ in palace door (10) basis system (8 all around, 9) on, pallet system (12) both sides make several steel concrete position limiting piles (7)-→ make steel fibre reinforced concrete cushion block (20)-→ a jacking/pad/jacking-→ build steel concrete stub (6)-→ fill out ram soil (5)-→ jacking certain altitude level establish steel contact beam-→ repeat above-mentioned operation jacking reach design height-→ be (8 on the basis, 9) and between pallet system (12) cloth muscle concreting form be rigidly connected-→ in basis system (8,9) and between pallet system (12) fill, grouting-→ dismounting top power system (4), position limiting pile (7), reinforcing system (14)-→ the arrangement recovery-→ periodic observation.

6. jacking operation: palace door (10) Jacking point is arranged and is seen Fig. 2, specifically be furnished with two kinds of forms and see Fig. 4, Fig. 5,100 millimeters of special-purpose jacking jack (4) overall heights, adjustment is fixed under the pallet beam (12), its maximum jacking stroke (25) is 10 millimeters, by adjusting jacking pad (24) its maximum jacking stroke (25) is adjusted into 8 millimeters; 26 of every special-purpose jacking jack (4) 250 * 250 * 8 millimeters billets of configuration (19) meters, standby 2; Do not reserve main muscle joint (22) between stub (6) and pallet beam (12), other jacking operation realizations and palace wall (1) are basic identical.With palace door (10) jacking to 12 meter design height, between stub (6) and pallet beam (12) damping device is set and flexibly connects simultaneously.

Embodiment three: meet the whole original position jacking in Zhen Gong palace (28) referring to Fig. 3, Fig. 4, Fig. 5, Fig. 7.

1. building structure: meet Zhen Gong palace (28) and comprise the dragon and tiger hall, the thing side hall in a palace or temple, room, thing corridor, the residual location of Zhen Xiandian, group hall claustra stylobate, stylobate, room, corridor closely are connected to an overall structure in all the people present palace all around; 16 * 6 * 2.7 meters in dragon and tiger hall, 20 * 8 * 2.5 meters of western side hall in a palace or temples.20 * 8 * 2.5 meters of side hall in a palace or temples, east, 20 * 16 * 4.4 meters in very celestial hall, about 82 * 5.5 meters of group hall vestibule, palace (28) peripheral about 55 * 43 meters, about 40 * 28 meters of palace (28) patio.Palace (28) roof load reaches on the stone pier that is evenly arranged in stylobate (11) plane by purlin, beam, the post of timber frame (13); Play by the wall of bringing up the rear, gable, the partition wall major function of brick one-tenth and to go along with sb. to guard him and staypak framework (13) effect, the function of load bearing wall seldom, body of wall is heavy; The hall front wall is made of pin, timber, timber window, plank; Present dragon and tiger hall, thing side hall in a palace or temple are preserved more complete, only remaining back wall and part gable behind the fire of very celestial hall.

2. ground is with basic: the same palace wall of palace (28) ground data (1); The agent structure on basis is Shitai County's base (11) of constructing on the ground, and platform is with local Wudang grey greenschist rectangular slab of stone brick work, and interior rammer bankets; Present ground, dragon and tiger hall is appeared on the stage high 1.8 meters, and east, present ground, side hall in a palace or temple, west are appeared on the stage high 1.6 meters, and present ground, very celestial hall is appeared on the stage high 3.5 meters, the high transition of group's hall vestibule platform, the type that returns that becomes to seal; The axis legend of ghosts is wide about 6 meters, crosses the dragon and tiger hall from very celestial Your Highness's step and directly goes out Buddhism; Shitai County has weathering, the breakage except that stone balustrade, rank, Shitai County at present, and it is complete substantially, intact to go along with sb. to guard him part.

3. foundation underpinning: according to palace (28) structure and basis (11) characteristics, foundation underpinning is taked to fetch earth in Shitai County (11) from top to bottom progressively to make joist on the steel concrete (15), frame column (17), makes steel concrete pallet beam (18) at last.

4. top lifting height is determined: the same palace wall of palace (28) altimetric data (1), whole original position top lifting height are by 12 meters designs, and the basis end (11) elevation is about 171 meters behind the integral jacking.

5. jacking design: meet Zhen Gong palace (28) and vestibule stylobate (11), comprise the dragon and tiger hall, thing side hall in a palace or temple, room, thing corridor, the residual location of Zhen Xiandian, group hall claustra stylobate; Stylobate (11), vestibule all around all the people present palace (28) closely are connected to the type overall structure one time, actual situation folding up and down, and bilateral symmetry is rigorous, and front and back are in picturesque disorder.If disassemble into single integral jacking monomer respectively, then meet Zhen Gong palace architectural complex (28) and group hall claustra stylobate (11) will be subjected to great destruction; For the integrality of protecting its structure and ancient times information authenticity, true Xian Dian ruins, dragon and tiger hall, thing side hall in a palace or temple, group's hall claustra (28) and stylobate (11) are designed to a complete integral jacking monomer.Dragon and tiger hall and thing side palace wall (1) are connected as a single entity; very celestial hall is very near apart from Dong Gongqiang (1) apart from back palace wall (1), eastern side hall in a palace or temple; for complete preservation palace wall (1) is taken into account construction organization simultaneously, palace (28) whole original position jacking must be done as a whole jacking simultaneously with adjacent palace wall (1).111 of jacking fulcrum designs, (4) 111 on special-purpose jacking jack; Wherein 200 tons 31,100 tons 86; 14400 tons of total top lifts.The jacking flow scheme design is as follows:

Reinforce palace (28), timber frame (13), step railing (16) and vestibule stylobate (11) form reinforce system (14)-→ make-up room in joist and laterally connect (15) on the steel concrete, excavate indoor making reinforced concrete upright column (17) from top to bottom, following joist (18), laterally, the oblique framework joist system (15 that is connected to form, 17,18)-→ indoor and outdoor enlarge the basis form raft foundation (9) and establish grade beam (8) formation base system-→ in framework joist system (15,17,18) with basis system (8,9) installation special-purpose jacking jack (4) between-→ many special-purpose jacking jack (4), pipeline, oil pump, sensor and computer software and hardware constitute computer-controlled Hydraulic Synchronizing jack-up system (4)-→ in the palace around basis system (8,9) on, framework joist system (15,17,18) both sides make some steel concrete position limiting piles (7)-→ make steel fibre reinforced concrete cushion block (20)-→ a jacking/pad/jacking-→ build steel concrete stub (6)-→ fill out ram soil (5)-→ jacking certain altitude level establish steel contact beam-→ repeat above-mentioned operation jacking reach design height-→ be (8 on the basis, 9) with framework joist system (15,17, damping device is set 18) realize flexibly connecting-→ in basis system (8,9) with framework joist system (15,17,18) fill between, grouting-→ dismounting top power system (4), position limiting pile (7), reinforcing system (14)-→ the arrangement recovery-→ periodic observation.

6. jacking operation: palace (28) Jacking point is arranged and is seen Fig. 3, specifically is furnished with two kinds of forms and sees Fig. 4, Fig. 5; 100 millimeters of special-purpose jacking jack (4) overall heights, adjustment is fixed under the pallet girder system (18), and its maximum jacking stroke (25) is 10 millimeters, by adjusting jacking pad (24) its maximum jacking stroke (25) is adjusted into 8 millimeters; 26 of every special-purpose jacking jack (4) 250 * 250 * 8 millimeters billets of configuration (19) meters, standby 2; Do not reserve main muscle joint (22) between stub (6) and pallet beam (12), other jacking operation realizations and palace wall (1) are basic identical.With palace (28) jacking to 12 meter design height, between stub (6) and pallet girder system (18) damping device is set and flexibly connects simultaneously; Stylobate (11), pallet girder system transform basement as in (18).

Embodiment four: meet the whole original position jacking of true palace architectural complex (1,10,28) referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 7.Embodiment one, two, three is seen in foundation underpinning, jacking design, jacking operation.Actual jacking design is met true palace architectural complex (1,10,28) and is done whole in-situ synchronization jacking design as a complete jacking unit, and practice of construction time-division 4 districts, 4 parts circulation jacking operation in turn: palace door (10) and the palace wall that links to each other are southern jacking operation area; Palace (28) and link to each other, close palace wall (1) is northern jacking operation area; Western palace wall (1) and the north and south palace wall (1) that links to each other are western jacking operation area; Dong Gongqiang (1) and the north and south palace wall (1) that links to each other are eastern jacking operation area.The maximum jacking stroke (25) of the maximum jacking amount difference in adjacent jacking district and design of jacking jack system and control is 10 millimeters less than the deflection that structure allows; 4 continuous palace walls (1) in jacking operation area are done special jacking design, be that 1-2 group transition special-purpose jacking jack (4) the maximum jacking strokes of Jacking point (25) are adjusted into the 3-5 millimeter with adjusting jacking pad (24) with its maximum jacking stroke (25), the corresponding adjustment of its configuration billet (19) thickness.The 4 part jackings of 4 districts are similar to whole synchronization of jacking up.

Embodiment five: the whole original position jacking of buildings in general is referring to Fig. 1, Fig. 3, Fig. 5, Fig. 6, Fig. 7; The buildings in general inner space is big, the basis is long and narrow and do not have stylobate (11), its integral jacking method be installed on palace wall (1) roughly the same, embodiment one is seen in jacking foundation underpinning, jacking design, jacking operation.4 meters of top lifting heights, permanent jacking stub (6) is seen Fig. 6, is positioned in the middle of the jacking building; Jacking is laid reinforcing bar between dashed middle line part stub (6) and last joist (3) behind the design height, reserved steel bar joint (22) interconnects, build from the formation of levelling rapid hardening high-strength concrete and be rigidly connected, stub (6) forms general frame with last joist (3), is similar to Fig. 3 framework pallet (15,17,18); Treat that permanent jacking stub (6) intensity reaches designing requirement, stub (6) part of dismounting dotted line both sides and inner cushion block (20) are also modified permanent frame column.Interim jacking stub (6) is seen Fig. 5, be positioned at four jiaos on jacking building four limits, jacking is behind design height, at interim jacking stub (6) side design attitude, between grade beam (8) and last joist (3), lay reinforcing bar, reserved steel bar joint (22) interconnects, build from levelling rapid hardening high-strength concrete and form frame column, by designing requirement shear wall is set, treat that its intensity reaches designing requirement after, remove interim jacking stub (6).

The difference of present embodiment and the foregoing description is: meet true palace architectural complex (1,10,28) jacking and adopt to fill out and ram soil (5) and make scaffold, and the buildings in general jacking is adopted and scaffolded erecting; The building jacking is to design height, and jacking stub (6) can be used as permanent frame column, also can reset frame column between grade beam (8) and pallet beam (3), newly frame column is set after, jacking stub (6) can be removed.

Claims (8)

1, the method of a kind of building or heritage buildings/group's integral jacking, it is characterized in that, the jacking operation is to realize according to the construction of following process: (1) to every jack according to its load, span is by adjusting the jacking pad, set its maximum jacking stroke, (2) according to its maximum jacking stroke, the billet of configuration certain thickness and quantity, (3) according to top lifting height, dispose a considerable amount of steel or steel concrete or steel fibre reinforced concrete composite material cushion block, cushion block is established and is given embedded part, be beneficial to cushion block welding or bolt, (3) between pallet beam and grade beam, jack is set, install repeatedly for avoiding jack, the jack adjustment is fixed under the pallet beam, (4) expect or concrete leveling with grouting above the grade beam and between the jack bottom surface, contiguous jack is placed a cushion block, and the reinforcing bar jointing of reservation stub, (5) artificial or electronic startup jack, and the jacking speed of control jack, (6) when jack reaches maximum jacking stroke, between cushion block and pallet beam slit, fill in a billet, (7) after inspection finishes, jack slowly bounces back, load passes through billet, cushion block passes on the grade beam, (8) fill in a billet in the slit below jack, repeat said process, until the jack below, the billet of cushion block top and jack overall height etc. are neat, this moment, load passed through billet, cushion block passes on the grade beam, (9) billet of taking-up jack below is replaced by cushion block, start jack, load passes through jack, cushion block passes on the grade beam, the billet that takes out pallet beam below is replaced by cushion block, (10) repeat above-mentioned plug steel plate, change the process of cushion block, (11) cushion block is above two, to weld rapidly or bolt each other, to increase rigidity and stability, (12) cushion block piece number or highly surpass certain numerical value, then lay reinforcing bar around the cushion block, main muscle is reserved joint with grade beam and is connected, and upwards main muscle joint is reserved in continuation, formwork erection, concreting, the jack below forms stub basis (13) and repeats above-mentioned plug steel plate, the pad cushion block, build the process of stub, (14) when pallet beam below headroom reaches 1.5 meters, scaffold erecting or the underfooting is filled out and rammed soil as scaffold, fill out rammer soil and simultaneously stub is worked the effect of going along with sb. to guard him, (16) repeat above-mentioned plug steel plate, the pad cushion block, build stub, scaffold erecting or the process of ramming soil is filled out in the underfooting, (17) until with the building jacking to design height, between stub and pallet beam damping device is set or is rigidly attached to simultaneously, (19) the jacking stub can be used as permanent frame column, also can between grade beam and pallet beam, reset frame column, after newly frame column being set, the jacking stub can be removed.
2, realize the device of the described building of claim 1 or heritage buildings/group's integral jacking method, it is characterized in that the jacking range that manufactures and designs the special-purpose jack of jacking is no more than the mid-span deflection value that jack span standard is allowed.
3, realize the device of the described building of claim 1 or heritage buildings/group's integral jacking method, it is characterized in that, under the special-purpose jack jacking of the jacking dish, around the lifting pin, the oil cylinder top is provided with the top lifting height trimmer that some ring-type steel sheets make, and is used for adjusting the maximum jacking stroke of jack.
4, realize the device of the described building of claim 1 or heritage buildings/group's integral jacking method, it is characterized in that, according to the maximum jacking stroke of the special-purpose jack of jacking, the billet of configuration certain thickness and quantity, the gross thickness of the billet of every jack configuration should be above 2 times of this jack overall height.
5, realize the device of the described building of claim 1 or heritage buildings/group's integral jacking method, it is characterized in that, according to top lifting height, dispose a considerable amount of steel or steel concrete or steel fibre reinforced concrete composite material cushion block, pad thickness equals the jack overall height, cushion block is established and is given embedded part, is beneficial to cushion block welding or bolt.
6, realize the device of the described building of claim 1 or heritage buildings/group's integral jacking method, it is characterized in that palace wall class building (containing modern building) basis has steel concrete or steel to lift beam for a short time and lift beam greatly with basic both sides steel concrete or steel and build or be welded on the pallet beam of making simultaneously down.
7, realize the device of the described building of claim 1 or heritage buildings/group's integral jacking method, it is characterized in that the rigid tray that has burrow down at interval progressively jacking or cast in situs to do joist on tapping or the steel concrete and be interconnected to form under the class building foundation, palace.
8, realize the device of the described building of claim 1 or heritage buildings/group's integral jacking method, it is characterized in that, palace class building has joist and laterally connection on steel that excavation under flooring to the stylobate basis is progressively made or steel concrete, steel or reinforced concrete upright column and horizontal, oblique connection, the common framework joist that forms of following joist, or when the indoor filler cavitation of palace class building performance is good, have burrow at interval progressively jacking or cast in situs to do under the basis to tap or steel concrete on joist and the rigid tray that is interconnected to form.
CN 200610017994 2006-06-22 2006-06-22 Method and installation for rising building or historical building / cluster of historical building integrally CN101092850A (en)

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CN103104101B (en) * 2013-01-18 2015-01-21 大连久鼎特种建筑工程有限公司 Construction deviation correcting method utilizing recursion top pressing method
CN103344119A (en) * 2013-07-11 2013-10-09 山西太钢不锈钢股份有限公司 Method for maintaining heat-resisting cushion block of stepping type heating furnace
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CN105735665A (en) * 2016-03-17 2016-07-06 浙江省建筑设计研究院 Horizontal-shifting preventing method and horizontal limiting device for high-rise building jacking deviation correction
CN106320737A (en) * 2016-08-30 2017-01-11 浙江鎏增古建园林工程有限公司 Integral lifting method for ancient building
CN106320737B (en) * 2016-08-30 2019-02-12 浙江鎏增古建园林工程有限公司 A kind of integral jacking method of heritage buildings
CN106436730A (en) * 2016-11-24 2017-02-22 贵州开磷建设集团有限公司 Masonry building concrete filled steel tubular column pedestal shock isolation foundation structure and construction method thereof
CN106836839A (en) * 2016-11-29 2017-06-13 大连久鼎祥瑞特种工程技术研究院有限公司 Fabric structure jacking increasing layer method
CN106760712A (en) * 2017-01-20 2017-05-31 华电重工股份有限公司 A kind of jacking installation method of steel structure cooling tower
CN106759924A (en) * 2017-01-20 2017-05-31 华电重工股份有限公司 A kind of lifting installation method of steel structure cooling tower
CN106836836B (en) * 2017-01-23 2019-05-17 山东国舜建设集团有限公司 A kind of secondary hydraulic lifting installation method of Flue Gas Desulphurization for Coal-burning Power Plant tower transformation
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CN108907147A (en) * 2018-07-31 2018-11-30 哈尔滨工业大学 Canister bracket under a kind of large-scale copper alloy propeller double-station antigravity casting machine
CN109653436A (en) * 2018-12-19 2019-04-19 中国矿业大学 A kind of jacking reinforcement means of lateral deflection reinforced column
CN109914901A (en) * 2019-03-21 2019-06-21 徐军平 Brick structure bar entirety extractive technique in ancient times Song, grave of first period
CN109914901B (en) * 2019-03-21 2020-08-25 徐军平 Integral extraction method for brick-type structural door buildings in ancient Song and Yuan season grave
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