CN110158990A - A kind of building alternating walking type translation method - Google Patents
A kind of building alternating walking type translation method Download PDFInfo
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- CN110158990A CN110158990A CN201910536260.3A CN201910536260A CN110158990A CN 110158990 A CN110158990 A CN 110158990A CN 201910536260 A CN201910536260 A CN 201910536260A CN 110158990 A CN110158990 A CN 110158990A
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- walking
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- pushing tow
- translation
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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)
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Abstract
The invention discloses a kind of buildings to replace walking type translation method, which replaces walking type translation method the following steps are included: A, in building tray bottom to be translated multiple walking devices are arranged；B, the walking device of setting is divided into two groups of A, B；C, each walking device is controlled by hydraulic power unit, synchronous control system；Method of the invention effectively prevents stress concentration problem in traditional pushing tow and drawing technique, and walking alternate translatory method can disperse jacking force, and multiparty control guarantees building translation precision；Sliding surface out-of-flatness is avoided that using walking alternate translatory, guarantees that upper building is integrally steady；It only needs to adjust walking device installation direction in multi-direction translation, does not need that pushing tow or traction point is arranged in additional Impact direction；Walking device is self equilibrium systems, and the horizontal force generated to slipway beam and pile foundation is smaller, is not required to carry out specially treated.
Description
Technical field
The present invention relates to the realm of building construction, in particular to a kind of building replaces walking type translation method.
Background technique
At present in buildings in general translation motion, using drawing method or building rear incremental launching method on front side of building, two
The lateral pushing system of kind translation mode and the vertical system that underpins are arranged to be independent.Pushing tow of the pushing tow system on same slideway
Counter-force point only has minority, and building pushing tow point is identical as the quantity that slips, and stress is more concentrated, unfavorable to structure；Vertically underpin
System uses the modes such as roller bearing, fixed shoes, movable shoes by jacking force and sliding generation rolls or sliding translation.Translation motion
In direction by pushing tow or drawing position determine that direction controlling is poor.
It is distributed under house inner tray beam using walking alternate translatory method by pushing tow point is translated, each vertical applied force position
Set and be laid with two groups of stride running gears, and vertical and crosswise joint can be provided, translation pushing tow in the process can and meanwhile to building
The horizontal attitude for building object is adjusted and the control of longitudinal pushing tow distance, has force dispersion, multi-point pushing, controls comprehensively
Function.
Summary of the invention
Invention is designed to provide a kind of building alternating walking type translation method, solves asking in background technique
Topic.
The invention is realized in this way a kind of building replaces walking type translation method, it is flat which replaces walking
Shifting method the following steps are included:
A, multiple walking devices are set in building tray bottom to be translated；
B, the walking device of setting is divided into two groups of A, B；
C, each walking device is controlled by hydraulic power unit, synchronous control system.
A further technical solution of the present invention is: the walking device in the step A is mainly by pushing tow jack, top
Rise jack, sliding surface constructional device is composed, the pushing tow jack, jack, the cooperation of sliding surface constructional device
Connection, it can be achieved that upper load carries out horizontal direction translation under the action of pushing tow jack；In the effect of jack
Down, it can be achieved that upper load carries out vertical direction translation.
A further technical solution of the present invention is: being realized by computer to synchronous control system, liquid in the step C
Press pump station is driven, and is realized and made the control of reduction cylinder to each walking device.
A further technical solution of the present invention is: in the step C, after building suspends, hydraulic power unit, synchronously control
System controls walking device and carries out pushing tow translation by A group, and after A group reaches range, B group carries out load and underpins, and A group is received
Cylinder, then control system allows B group to carry out pushing tow translation, is carried out underpining translation by A group again after B group reaches range.
Beneficial effects of the present invention: method of the invention effectively prevents stress concentration in traditional pushing tow and drawing technique and asks
Topic, walking alternate translatory method can disperse jacking force, and multiparty control guarantees building translation precision；Replaced using walking
Translation is avoided that sliding surface out-of-flatness, guarantees that upper building is integrally steady；Only need to adjust stride walking in multi-direction translation
Device installation direction does not need that pushing tow or traction point is arranged in additional Impact direction；Walking device is self-balancing body
System, the horizontal force generated to slipway beam and pile foundation is smaller, is not required to carry out specially treated.
Detailed description of the invention
Fig. 1 is a kind of schematic diagram of building alternating walking type translation method provided by the invention；
Fig. 2 is a kind of structural schematic diagram of walking device provided by the invention.
Appended drawing reference: 1, building wall column 2, pallet beam 3, the vertical oil cylinder 4 of A group walking device, the walking of A group stride
The pipe bending cylinder 5 of device, the vertical oil cylinder 6 of B group walking device, the pipe bending cylinder 7 of B group walking device, 8 stride rows
Walking apparatus.
Specific embodiment
Fig. 2 shows a kind of buildings to replace walking type translation method for embodiment one: Fig. 1-, which replaces walking
Shift method the following steps are included:
A, multiple walking devices are set in building tray bottom to be translated；
B, the walking device of setting is divided into two groups of A, B；
C, each walking device is controlled by hydraulic power unit, synchronous control system；Stride in the step A
Running gear is mainly composed of pushing tow jack, jack, sliding surface constructional device, the pushing tow jack, top
Rise jack, sliding surface constructional device is cooperatively connected；In the step C, realized by computer to synchronous control system, hydraulic
Pumping plant is driven, and is realized and made the control of reduction cylinder to each walking device；In the step C, after building suspends,
Hydraulic power unit, synchronous control system control walking device carry out pushing tow translation, after A group reaches range, B group by A group
It carries out load to underpin, A group receives cylinder, and then control system allows B group to carry out pushing tow translation, again by A after B group reaches range
Group carries out underpining translation.
When work, walking device is arranged in 2 bottom design position of building pallet beam, by twice of cloth of design quantity
If；Cutting building wall column 1 jacks to suspension the vertical oil cylinder of A group 3 under the operation of computer synchronous control system
Highly；A group walking device pipe bending cylinder 4 synchronous push, one stroke；The vertical oil cylinder 5 of B group walking device is risen
Cylinder underpins；The vertical oil cylinder 3 of A group walking device receives cylinder, pipe bending cylinder 4 receives cylinder；6 liters of pipe bending cylinder of B group walking device
One stroke of cylinder；The vertical oil cylinder 3 of A group walking device carries out a liter cylinder and underpins；A group walking device pipe bending cylinder 4 is synchronous
One stroke of pushing tow, is circuited sequentially down by step C, until moving to designated position.
It in step, further include the body height for considering the walking device of different model, after guarantee is installed,
Running gear bottom surface is sustained height.
It in step, further include according to the direction of the positional relationship in new old site setting sliding, the installation of walking device
Direction is consistent with glide direction, if needing direction translation several times, when the one of intermediate location of arrival, adjustment stride, which is walked, to be filled
The direction of travel set.
It in stepb, further include the building translation absolute altitude for considering sliding sedimentation and deformation, construction error and design, it is comprehensive
Determine the hoverheight of building.
Method of the invention effectively prevents stress concentration problem in traditional pushing tow and drawing technique, walking alternate translatory
Method can disperse jacking force, and multiparty control guarantees building translation precision；Sliding surface is avoided that using walking alternate translatory
Out-of-flatness guarantees that upper building is integrally steady；It only needs to adjust walking device installation direction in multi-direction translation,
It does not need that pushing tow or traction point is arranged in additional Impact direction；Walking device is self equilibrium systems, to slipway beam and pile foundation
The horizontal force of generation is smaller, is not required to carry out specially treated.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (4)
1. a kind of building replaces walking type translation method, it is characterised in that: the building replaces walking type translation method and includes
Following steps:
A, multiple walking devices are set in building tray bottom to be translated；
B, the walking device of setting is divided into two groups of A, B；
C, each walking device is controlled by hydraulic power unit, synchronous control system.
2. a kind of building according to claim 1 replaces walking type translation method, it is characterised in that: in the step A
Walking device be mainly composed of pushing tow jack, jack, sliding surface constructional device, the pushing tow is very heavy
Top, jack, sliding surface constructional device are cooperatively connected.
3. a kind of building according to claim 1 replaces walking type translation method, it is characterised in that: in the step C,
Synchronous control system, hydraulic power unit are driven by computer realization, and realizes and reduction is made to each walking device
Cylinder control.
4. a kind of building according to claim 1 replaces walking type translation method, it is characterised in that: in the step C,
After building suspends, hydraulic power unit, synchronous control system control walking device carry out pushing tow translation by A group, and A group reaches
After range, B group carries out load and underpins, and A group receives cylinder, and then control system allows B group to carry out pushing tow translation, when B group reaches most
It is carried out underpining translation again by A group after big stroke.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910536260.3A CN110158990A (en) | 2019-06-19 | 2019-06-19 | A kind of building alternating walking type translation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910536260.3A CN110158990A (en) | 2019-06-19 | 2019-06-19 | A kind of building alternating walking type translation method |
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| Publication Number | Publication Date |
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| CN110158990A true CN110158990A (en) | 2019-08-23 |
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| CN201910536260.3A Pending CN110158990A (en) | 2019-06-19 | 2019-06-19 | A kind of building alternating walking type translation method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499930A (en) * | 2019-09-09 | 2019-11-26 | 河南文博建设工程有限公司 | A kind of step-by-step movement building translating device |
| CN110541582A (en) * | 2019-09-09 | 2019-12-06 | 河南文博建设工程有限公司 | Stepping type building translation method |
| CN112727146A (en) * | 2021-01-26 | 2021-04-30 | 上海天演建筑物移位工程股份有限公司 | Pile top supporting type walking shifting device and method |
| CN116335437A (en) * | 2023-05-12 | 2023-06-27 | 华北科技学院 | Continuous sliding device for building displacement and full-dimension continuous sliding construction method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339465A (en) * | 2018-10-29 | 2019-02-15 | 上海天演建筑物移位工程股份有限公司 | A kind of walking device device |
-
2019
- 2019-06-19 CN CN201910536260.3A patent/CN110158990A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339465A (en) * | 2018-10-29 | 2019-02-15 | 上海天演建筑物移位工程股份有限公司 | A kind of walking device device |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499930A (en) * | 2019-09-09 | 2019-11-26 | 河南文博建设工程有限公司 | A kind of step-by-step movement building translating device |
| CN110541582A (en) * | 2019-09-09 | 2019-12-06 | 河南文博建设工程有限公司 | Stepping type building translation method |
| CN110541582B (en) * | 2019-09-09 | 2021-08-17 | 河南文博建设工程有限公司 | Stepping type building translation method |
| CN112727146A (en) * | 2021-01-26 | 2021-04-30 | 上海天演建筑物移位工程股份有限公司 | Pile top supporting type walking shifting device and method |
| CN116335437A (en) * | 2023-05-12 | 2023-06-27 | 华北科技学院 | Continuous sliding device for building displacement and full-dimension continuous sliding construction method |
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