CN108678418A - A kind of method of building movement - Google Patents
A kind of method of building movement Download PDFInfo
- Publication number
- CN108678418A CN108678418A CN201810590559.2A CN201810590559A CN108678418A CN 108678418 A CN108678418 A CN 108678418A CN 201810590559 A CN201810590559 A CN 201810590559A CN 108678418 A CN108678418 A CN 108678418A
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- China
- Prior art keywords
- building
- ground
- transport channel
- movement according
- floating hole
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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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of methods of building movement, are related to technical field of building construction, include the following steps：A, the floating hole of ground is dug in the outside of building, the ground of building is isolated out；Take the transport channel for transporting building between the initial position and target location of building；B, buoyant liquid is injected into the floating hole of ground, reduces pressure of the entire building to ground；Buoyant liquid is injected into transport channel；C, building is pushed to reach target location along transport channel from initial position.The invention has the advantages that saving a large amount of manpower and materials, the artificial quantity needed is greatly reduced, also, do mechanization operation may be used in most of work, and this method operating cost is also decreased, had good market prospects.
Description
Technical field
The present invention relates to technical field of building construction, especially a kind of method of building movement.
Background technology
With the development of urban planning, the regulation of the appearance of the city, some buildings, especially building occur influences the appearance of the city
The problem of needing resettlement makes many buildings that still can be used and be even completed soon typically now all using the method rebuild is removed
Have to remove and rebuild, causes artificial huge waste.
Now popular building movement is using the side disclosed in specification in application number CN97233233.2
Method, this method can reach 15min/ meters now, and this method needs to be laid with a large amount of track, and speed is slow, and in moving process
In, need a large amount of people to be ceaselessly laid with roller, manpower and materials demand is big.
Application No. is the method that the patent of CN200710047920.9 discloses the mobile building on sloping floor,
The shortcomings of there is above-mentioned needs to be laid with a large amount of track, and speed is slow.
Invention content
The purpose of the present invention is to solve in building moving process, needing to be laid with a large amount of track, speed is slow,
The problems such as needing a large amount of manpower and materials devises a kind of method of building movement.
Realize above-mentioned purpose the technical scheme is that, a kind of method of building movement includes the following steps：
A, the floating hole of ground is dug in the outside of building, the ground of building is isolated out；In heavy construction
Take the transport channel for transporting building between the initial position and target location of object；
B, buoyant liquid is injected into the floating hole of ground, reduces pressure of the entire building to ground；To transport channel
Interior injection buoyant liquid；
C, building is pushed to reach target location along transport channel from initial position.
Further, further include in the step A, increase Lock gate in the side in the floating hole of ground and/or built in large size
The Basolateral for building object increases Lock gate and/or increases Lock gate in the side of transport channel and bottom surface.
Further, further include that suction pump is set in the inside of building, is used in the step B and/or step C
It is discharged in the water in building will be penetrated into.
Further, the buoyant liquid in the step B is water or sodium silicate.
Further, further include in the step B：It is increased up height on the top in the floating hole of ground, and then increases ground
Vertical height between the hole bottom in floating hole and ground floating hole hole top.
Further, further include in the step B：Sealing cavity or cladding are added in the Basolateral of building
Less than the material of buoyant liquid density.
Further, further include in the step B：In the inner bottom perforating of building, by high-pressure hydraulic pump to
Eyelet water filling makes building and surface separation using high pressure moisture film.
Further, further include in the step B：It is big to push to the water filling angle of eyelet by changing high-pressure hydraulic pump
Type building.
Further, multiple valves are equipped in the transport channel transport channel is divided into multiple passage aisles, in step C
During pushing building movement, the valve adjacent with building is opened successively, and will be in a upper passage aisle
Water be transported in the channel that will be reached.
Further, further include suction pump in the step C, the entrance of suction pump is arranged in the front end of building,
The entrance of suction pump is arranged in the rear end of building.
The beneficial effects of the invention are as follows：A large amount of manpower and materials are saved, the artificial quantity needed is greatly reduced, also,
Do mechanization operation may be used in most of work, and this method operating cost is also decreased, had good market prospects.
Description of the drawings
Fig. 1 is the schematic diagram 1 of building moving process of the present invention；
Fig. 2 is the schematic diagram 2 of building moving process of the present invention；
Fig. 3 is the schematic diagram 3 of building moving process of the present invention.
In above each figure, 1, building；2, valve a；3, valve b；4, valve c；5, valve d；6, the floating hole of ground.
Specific implementation mode
It is of the invention to reach the technological means and effect that predetermined goal of the invention is taken further to illustrate, below in conjunction with
Attached drawing and preferred embodiment, to specific implementation mode, structure, feature and its effect according to the present invention, detailed description are as follows：
This application discloses a kind of method of building movement, which includes large-scale building and terrestrial reference
Building etc., includes the following steps：
A, the floating hole of ground is dug in the outside of building, the ground of building is isolated out；In heavy construction
The transport that the initial position (position where former building) of object takes transport building between target location is logical
Road；
B, buoyant liquid is injected into the floating hole of ground, reduces pressure of the entire building to ground；To transport channel
Interior injection buoyant liquid；
C, building is pushed to reach target location along transport channel from initial position.
To the pressure on ground as standard, building has ground certain the above-mentioned entire building of reduction
Pressure, but the pressure is little, and dragging building is not interfered to be moved just in buoyant liquid；Or building is over the ground
The pressure in face is zero, and building can float up.
The known buoyancy of object being placed in liquid arranges the volume of liquid equal to the density * acceleration of gravity * of liquid.
In step B, if the liquid in the floating hole of injection ground cannot be satisfied above-mentioned standard, following method may be used.
1, the buoyant liquid for selecting new density big selects water under normal circumstances, it is of course also possible to select other floating
Power liquid, such as seawater, sodium silicate can also use mercury in the case of different, but need to carry out recycling and protect environment.
2, it is increased up height on the top in the floating hole of ground, and then increases hole bottom and the ground floating hole hole top in the floating hole of ground
Between vertical height.By the depth in the floating hole of ground, increase depth of the building in the floating hole of ground, and then increase big
Type building arranges the volume of buoyant liquid, to increase buoyancy.
3, the material of sealing cavity or cladding less than buoyant liquid density is added in the Basolateral of building, such as
Foam etc., by taking water is buoyant liquid as an example, since foam density is less than the density of water, foam can float on the surface, but it is wrapped
It overlays on building, so given building one upward buoyancy.
In the construction process, what the Basolateral of building may be tightly grabs on the ground, may be used in large size
The inner bottom perforating of building makes building and ground distributor by high-pressure hydraulic pump to eyelet water filling using high pressure moisture film
From.In this process, water can be penetrated into below building in the floating hole of ground, human eye it can be seen that so as to
Judge that building is loosened with ground.
In view of this method is to use buoyant liquid, and the buoyant liquid has mobility, therefore need in the floating hole of ground
Side increases Lock gate and/or increases Lock gate and/or in the side of transport channel in the Basolateral of building
Increase Lock gate with bottom surface, which can be the leakproofs material such as oilpaper.Here a variety of situations, can be according to reality
The selection of being combined property of situation.It is of course also possible to which suction pump is arranged in the inside of building, built for large size will to be penetrated into
Build the water discharge in object.
During pushing building movement, Fig. 1 may be used to method shown in Fig. 3, it will be in transport channel
Be arranged that valve a2, valve b3, valve c4 and valve d5 etc. are multiple, the distance between two connected valves be more than building away from
From.It is full of buoyant liquid in the floating hole 6 of ground in Fig. 1 and the transport channel between valve a2 and valve b3, opens valve a2,
Building is shifted onto in the transport channel between valve a2 and valve b3 shown in Fig. 3, valve valve a2 is then shut off, it will
The floating water for cheating the buoyant liquid in 6 of ground is extracted into the transport channel between valve b3 and valve c4, then carries out aforesaid operations,
This method can save a large amount of buoyant liquid.
Building may be used hoist engine or runner be arranged in the bottom end of building in moving process；
Suction pump can be utilized, the entrance of suction pump is arranged in the front end of building, the entrance setting of suction pump is built in large size
The rear end for building object is pushed using the reaction force of buoyant liquid；Above-mentioned building inner bottom can also utilized
Eyelet pushes building by changing high-pressure hydraulic pump to the water filling angle of eyelet.Herein not to specifically pushing method
Do specific restriction.
Above with reference to preferred embodiment, invention has been described, but protection scope of the present invention is not restricted to
This can carry out it various improvement and can be replaced wherein with equivalent without departing from the scope of the invention
Component, as long as be not present structural conflict, it is mentioned in the various embodiments items technical characteristic can combine in any way
Get up, and any reference signs in the claims should not be construed as limiting the involved claims, no matter comes from which point
It sees, the present embodiments are to be considered as illustrative and not restrictive.Therefore, any to fall within the scope of the appended claims
All technical solutions be within the scope of the invention.
Claims (11)
1. a kind of method of building movement, which is characterized in that include the following steps：
A, the floating hole of ground is dug in the outside of building, the ground of building is isolated out；In building
Take the transport channel for transporting building between initial position and target location；
B, buoyant liquid is injected into the floating hole of ground, reduces pressure of the entire building to ground；It is noted into transport channel
Enter buoyant liquid；
C, building is pushed to reach target location along transport channel from initial position.
2. a kind of method of building movement according to claim 1, which is characterized in that also wrapped in the step A
Include, the side in the floating hole of ground increase Lock gate and/or building Basolateral increase Lock gate and/or
The side of transport channel and bottom surface increase Lock gate.
3. a kind of method of building movement according to claim 1 or 2, which is characterized in that the step B and/
Or further include suction pump being set in the inside of building, for the discharge of the water in building will to be penetrated into step C.
4. a kind of method of building movement according to claim 1, which is characterized in that floating in the step B
Power liquid is water or sodium silicate.
5. a kind of method of building movement according to claim 1, which is characterized in that also wrapped in the step B
It includes：It is increased up height on the top in the floating hole of ground, and then increases hanging down between the hole bottom in the floating hole of ground and ground floating hole hole top
Straight height.
6. a kind of method of building movement according to claim 1, which is characterized in that also wrapped in the step B
It includes：The material of sealing cavity or cladding less than buoyant liquid density is added in the Basolateral of building.
7. a kind of method of building movement according to claim 1, which is characterized in that also wrapped in the step B
It includes：In the inner bottom perforating of building, by high-pressure hydraulic pump to eyelet water filling, make building using high pressure moisture film
With surface separation.
8. a kind of method of building movement according to claim 7, which is characterized in that also wrapped in the step B
It includes：By changing high-pressure hydraulic pump building is pushed to the water filling angle of eyelet.
9. a kind of method of building movement according to claim 1, which is characterized in that utilized in the step C
Runner is arranged in the bottom end of building to push building in hoist engine.
10. a kind of method of building movement according to claim 1, which is characterized in that in the transport channel
Equipped with multiple valves transport channel is divided into multiple passage aisles, during step C pushes building movement, successively
The valve adjacent with building is opened, and the water in a upper passage aisle is transported in the channel that will be reached.
11. a kind of method of building movement according to claim 10, which is characterized in that in the step C also
Including suction pump, the entrance of suction pump is arranged in the front end of building, and the entrance of suction pump is arranged in building
Rear end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810590559.2A CN108678418B (en) | 2018-06-09 | 2018-06-09 | Method for moving large building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810590559.2A CN108678418B (en) | 2018-06-09 | 2018-06-09 | Method for moving large building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108678418A true CN108678418A (en) | 2018-10-19 |
| CN108678418B CN108678418B (en) | 2021-01-26 |
Family
ID=63810610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810590559.2A Active CN108678418B (en) | 2018-06-09 | 2018-06-09 | Method for moving large building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108678418B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1066904A (en) * | 1991-05-10 | 1992-12-09 | 刘祖荣 | Industry and civilian construction conveying method |
| CN1118035A (en) * | 1995-08-21 | 1996-03-06 | 黄鹏 | Integral moving of high-rise large building |
| JPH09158235A (en) * | 1995-12-07 | 1997-06-17 | Dainetsuto:Kk | Method for lifiting building |
| CN2316392Y (en) * | 1997-05-20 | 1999-04-28 | 王爱国 | Draught attachment for translation of building of two or more storeys |
| JP2002047811A (en) * | 2000-08-02 | 2002-02-15 | Chem Grouting Co Ltd | Jack up method |
| JP2003343015A (en) * | 2002-05-24 | 2003-12-03 | Taisei Corp | Transfer method of structure |
| CN102493701A (en) * | 2011-11-30 | 2012-06-13 | 河南省电力公司郑州供电公司 | Integrated suspension displacement method for double-loop terminal tower |
| JP2014040703A (en) * | 2012-08-21 | 2014-03-06 | Leafair Co Ltd | Existent construction ground improvement structure |
| JP2014159723A (en) * | 2013-02-21 | 2014-09-04 | Kazuaki Nakazawa | Construction method for structure tilting and ground improvement |
| CN206385741U (en) * | 2017-01-20 | 2017-08-08 | 中国五冶集团有限公司 | A kind of siphon drainge system for building |
-
2018
- 2018-06-09 CN CN201810590559.2A patent/CN108678418B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1066904A (en) * | 1991-05-10 | 1992-12-09 | 刘祖荣 | Industry and civilian construction conveying method |
| CN1118035A (en) * | 1995-08-21 | 1996-03-06 | 黄鹏 | Integral moving of high-rise large building |
| JPH09158235A (en) * | 1995-12-07 | 1997-06-17 | Dainetsuto:Kk | Method for lifiting building |
| CN2316392Y (en) * | 1997-05-20 | 1999-04-28 | 王爱国 | Draught attachment for translation of building of two or more storeys |
| JP2002047811A (en) * | 2000-08-02 | 2002-02-15 | Chem Grouting Co Ltd | Jack up method |
| JP2003343015A (en) * | 2002-05-24 | 2003-12-03 | Taisei Corp | Transfer method of structure |
| CN102493701A (en) * | 2011-11-30 | 2012-06-13 | 河南省电力公司郑州供电公司 | Integrated suspension displacement method for double-loop terminal tower |
| JP2014040703A (en) * | 2012-08-21 | 2014-03-06 | Leafair Co Ltd | Existent construction ground improvement structure |
| JP2014159723A (en) * | 2013-02-21 | 2014-09-04 | Kazuaki Nakazawa | Construction method for structure tilting and ground improvement |
| CN206385741U (en) * | 2017-01-20 | 2017-08-08 | 中国五冶集团有限公司 | A kind of siphon drainge system for building |
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| Publication number | Publication date |
|---|---|
| CN108678418B (en) | 2021-01-26 |
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