CN108868191A - It is a kind of to follow movable counterforce device and its installation and working method for structure integral translation - Google Patents
It is a kind of to follow movable counterforce device and its installation and working method for structure integral translation Download PDFInfo
- Publication number
- CN108868191A CN108868191A CN201810671350.9A CN201810671350A CN108868191A CN 108868191 A CN108868191 A CN 108868191A CN 201810671350 A CN201810671350 A CN 201810671350A CN 108868191 A CN108868191 A CN 108868191A
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- China
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- steel
- corbel
- jack
- steel corbel
- beams
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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
Abstract
Movable counterforce device and its installation and working method are followed for structure integral translation the invention discloses a kind of.Described device is arranged between transform beams and lower railway beam, including two steel bearing beams, two steel bearing beams are set between transform beams and lower railway beam along what moving direction was parallel to each other, and the top of two steel bearing beams is slidably connected by upper slide and transform beams, and the bottom of two steel bearing beams is slidably connected by lower skateboard and lower railway beam；It is anchored between the front end of two steel bearing beams by bolt and the first steel corbel, is anchored between the rear end of two steel bearing beams by bolt and the second steel corbel；First steel corbel and the second steel corbel are vertically arranged；Steel pin key connects pin joint between second steel corbel and lower railway beam；First jack, for applying the jacking force of horizontal direction to second steel corbel；Second jack, for applying the jacking force of horizontal direction to first steel corbel.Apparatus of the present invention are easy for installation, successively incremeantal launching method can be achieved, and work efficiency is high, and cost is relatively low for translation.
Description
Technical field
Movable counterforce device and its installation and working method are followed for structure integral translation the present invention relates to a kind of, is belonged to
In architectural furniture field.
Background technique
Safe and reliable reaction support must be had by applying horizontal force during building integral shift, and reaction support is divided into solid
Determine reaction support and removable reaction support.Fixed reaction support is generally reinforced concrete structure, moves reaction support one
As by section steel manufacture.Fixed reaction support generally is set in the end of lower railway beam, with the increase of shift motion, support and very heavy
Cushion block is set between top.When moving distance is larger, cushion block excessively will lead to unstability, therefore can set movable reaction support.It is domestic former
Carrying out common movable reaction support is mostly vertical anchoring fashioned iron bracket support, moves movable reaction support every time and to dismantle anchor bolt equal
More expend working hour.There are engineers and technicians to develop prestress wire and double self-locking punching jack technologies, using convenient,
But when moving distance is longer, tension steel strand construction is more difficult, and applicable jacking force is small, and higher cost.
Push system stability during building integrated translation power applies is preferable, as can developing a kind of anti-from following
Power support can increase substantially shift operation efficiency, reduce working hour, reduce cost.
Summary of the invention
In view of the above-mentioned deficiencies of the prior art, the technical problem to be solved by the present invention is to provide one kind is easy for installation, can
Successively incremeantal launching method follows movable counterforce device.
In order to solve the above technical problems, the technical solution adopted by the present invention is that：
A kind of movable counterforce device that follows for structure integral translation is arranged between transform beams and lower railway beam, including：
Two steel bearing beams, two steel bearing beams are set between transform beams and lower railway beam along what moving direction was parallel to each other, and
The top of two steel bearing beams is slidably connected by upper slide and transform beams, and the bottom of two steel bearing beams passes through lower skateboard and lower railway
Beam is slidably connected；
It is anchored between the front end of two steel bearing beams by bolt and the first steel corbel, passes through bolt between the rear end of two steel bearing beams
It is anchored with the second steel corbel；First steel corbel and the second steel corbel are vertically arranged；
Steel pin key connects pin joint between second steel corbel and lower railway beam；
First jack is fixed at the side that second steel corbel is closed on transform beams, is used for the second steel ox
The jacking force of leg application horizontal direction；
Second jack is fixed at the side that first steel corbel is closed on transform beams, is used for the first steel ox
The jacking force of leg application horizontal direction.
First steel corbel and the second steel corbel be be welded by steel plate, including：Three pieces of horizontal supporting plates, three pieces
Vertical support panel and ribbed stiffener, wherein pin key hole is opened up on the horizontal supporting plate of the second steel corbel, the vertical support panel is hung down
Directly it is arranged in lower railway beam axis direction, ribbed stiffener is arranged in parallel lower railway beam axis direction between the vertical support panel.
The upper slide and lower skateboard are slide plate made of rigid material.
The upper slide and lower skateboard select stainless steel or hard tetrafluoro plate, and thickness is not less than 20mm, upper slide and lower skateboard
On be equipped with anchor hole corresponding with pin key hole on the second steel corbel.
The depth in the pin key hole on the lower railway beam is 1.5 times of steel corbel height.
The steel pin key is equipped with the hanging ring connected for lifting appliance.
A kind of installation method for following movable counterforce device being used for structure integral translation as mentioned, the specific step of installation
It is rapid as follows：
Step 1: being sequentially placed billet, lower skateboard, steel bearing beam, upper slide from the bottom up on lower railway beam；
Step 2: the first steel corbel is anchored at steel bearing beam front end by bolt, the second steel corbel is anchored at by steel by bolt
Bearing beam rear end, by steel pin key by the second steel corbel and lower railway beam pin joint；
Step 3: the first jack is fixed in the side for closing on second steel corbel on transform beams, institute is closed on transform beams
The second jack is fixed in the side for stating the first steel corbel.
A kind of working method for following movable counterforce device being used for structure integral translation as mentioned, including it is following
Step：
Step a, start the first jack, the first jack is withstood on the second steel corbel as reaction support, due to the second steel
Bracket is relatively fixed by steel pin key and lower railway beam, and under the reaction of power, the jacking force of the first jack pushes transform beams
Fabric structure is driven to slide on steel bearing beam to moving direction；
Step b, after the effect of the first jack reaches a stroke, its oil cylinder is retracted, the second steel ox is sling by lifting appliance
Steel pin key on leg starts the second jack, and the second jack is withstood on the first steel corbel, due to the second steel corbel and lower railway
It is separated between beam, under the jacking force of the second jack, the first steel corbel, the second steel corbel and steel bearing beam are together along the side of movement
To movement；
Step c, after the effect of the second jack reaches stroke, its oil cylinder is retracted, by steel pin key by the second steel corbel and lower rail
Pin joint, the starting of the first jack start second stroke of pushing tow again between road beam, repeatedly, until needing integral translation
Structure reaches designated position.
The present invention after adopting the above scheme, has the following technical effect that：
First steel corbel, the second steel corbel and steel bearing beam are bolted are integrated respectively.First jack, is fixed at
The side that second steel corbel is closed on transform beams, for applying the jacking force of horizontal direction to second steel corbel；By
Relatively fixed by steel pin key and lower railway beam in the second steel corbel, under the reaction of power, the pushing tow of the first jack is pushed
Dynamic transform beams drive fabric structure to slide on steel bearing beam to moving direction；
When second jack acts on, the first steel corbel, the second steel corbel and steel bearing beam are moved along moving direction together, therefore real
It is movable following for counterforce device has been showed.The device is easy for installation, successively incremeantal launching method can be achieved, and efficiency can be improved, and reduces translation cost.
It is of the present invention to follow movable counterforce device that carry out dismounting recycling after the completion of structure integral translation, it is used for multiple times.
Using it is of the present invention follow movable counterforce device to carry out structure integral translation when, because present apparatus simple structure is installed
It is convenient, successively incremeantal launching method is realized, shift cycle is substantially reduced, the workload in displacement engineering is effectively reduced, reduces labour
Intensity.
Detailed description of the invention
Fig. 1 is the elevation of apparatus of the present invention；
Wherein, 1- steel bearing beam；The first steel corbel of 2-；The second steel corbel of 3-；4- upper slide；5- lower skateboard；6- bolt；7- steel pin
Key；8- lower railway beam；9- transform beams；The second jack of 10-；11- column；The first jack of 12-；13- junction steel plate；14- steel pad
Plate；
Fig. 2 is the plan view of apparatus of the present invention；
Wherein, 15- steel bearing beam ribbed stiffener；
Fig. 3 is the elevation of steel corbel；
Wherein, 16- horizontal supporting plate；17- vertical support panel；18- ribbed stiffener；19- bolt hole；20- pin key hole；
Fig. 4 is the A-A sectional view in Fig. 3；
Fig. 5 is the first jack function and effect schematic diagram；
Fig. 6 is the second jack function and effect schematic diagram.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further explained in detail.These attached drawings are simplified schematic diagram, only with
Illustration illustrates basic structure of the invention, therefore it only shows the composition relevant to the invention.
As shown in Figure 1, it is of the present invention it is a kind of follow movable counterforce device for structure integral translation, mainly by steel pad
The composition such as beam 1, the first steel corbel 2, the second steel corbel 3, upper slide 4, lower skateboard 5.
As shown in Fig. 2, being reliably connected between the antidumping and component of guarantee steel corbel, the first steel corbel 2 and the second steel
Bracket 3 is anchored at the forward and backward end of steel bearing beam 1 by bolt 6 respectively.
As shown in Figure 3,4, steel corbel is made of horizontal supporting plate 16, vertical support panel 17, ribbed stiffener 18.
Steel bearing beam selects П fashioned iron, and depth of section is not less than 300mm；Rear ends two sides increase weldering thickness not less than 20mm,
Length identical vertical steel plate not less than steel corbel length, highly with bearing beam height, reserves four diameters and is not less than 40mm bolt
Hole, middle part set spacing no more than 200mm, thickness not less than 10mm steel plate ribbed stiffener.Two longitudinal rib horizontal spacings of steel bearing beam are not
Less than 100mm, no more than the 2/3 of upper lower skateboard width.
First steel corbel and the second steel corbel are not less than 400mm along lower railway beam direction size, and horizontal vertical is in lower railway
Having a size of two sides steel bearing beam spacing, vertical direction stretches out steel pad depth of beam and is not less than 300mm in beam direction；Form the institute of steel corbel
It is not less than 16mm by steel plate thickness is formed；Steel corbel two sides set 4 bolts hole corresponding with steel bearing beam preformed hole；In steel corbel
Vertical preformed hole along with lower railway Liangping line direction maximum diameter of hole be not less than 100mm, it is 10mm or more bigger than pin key.
Stainless steel or hard tetrafluoro plate can be selected in upper slide, lower skateboard, and thickness is not less than 20mm, if vertical with the second steel corbel
The corresponding anchor hole of preformed hole.Upper slide arranges that quantity and range, lower skateboard are complete along steel bearing beam according to load setting is underpined
Long arrangement.
Reserved pin key pore size on lower railway beam is 5mm bigger than pin key, and depth is 1.5 times of steel corbel height.
The present invention further discloses a kind of peaces for following movable counterforce device for being used for structure integral translation as mentioned
Dress method, specific step is as follows for installation：
Step 1: being sequentially placed billet, lower skateboard, steel bearing beam, upper slide from the bottom up on lower railway beam；
Step 2: the first steel corbel is anchored at steel bearing beam front end by bolt, the second steel corbel is anchored at by steel by bolt
Bearing beam rear end, by steel pin key by the second steel corbel and lower railway beam pin joint；
Step 3: the first jack is fixed in the side for closing on second steel corbel on transform beams, institute is closed on transform beams
The second jack is fixed in the side for stating the first steel corbel.
The invention also discloses a kind of work sides for following movable counterforce device for being used for structure integral translation as mentioned
Method, including following steps：
Step a, start the first jack, the first jack is withstood on the second steel corbel as reaction support, due to the second steel
Bracket is relatively fixed by steel pin key and lower railway beam, and under the reaction of power, the jacking force of the first jack pushes transform beams
Fabric structure is driven to slide on steel bearing beam to moving direction；
Step b, after the effect of the first jack reaches a stroke, its oil cylinder is retracted, the second steel ox is sling by lifting appliance
Steel pin key on leg starts the second jack, and the second jack is withstood on the first steel corbel, due to the second steel corbel and lower railway
It is separated between beam, under the jacking force of the second jack, the first steel corbel, the second steel corbel and steel bearing beam are together along the side of movement
To movement；
Step c, after the effect of the second jack reaches stroke, its oil cylinder is retracted, by steel pin key by the second steel corbel and lower rail
Pin joint, the starting of the first jack start second stroke of pushing tow again between road beam, repeatedly, until needing integral translation
Structure reaches designated position.
Taking the above-mentioned ideal embodiment according to the present invention as inspiration, through the above description, relevant staff is complete
Various changes and amendments can be carried out without departing from the scope of the technological thought of the present invention' entirely.The technology of this invention
Property range is not limited to the contents of the specification, it is necessary to which the technical scope thereof is determined according to the scope of the claim.
Claims (8)
1. a kind of movable counterforce device that follows for structure integral translation is arranged between transform beams and lower railway beam, special
Sign is, including：
Two steel bearing beams, two steel bearing beams are set between transform beams and lower railway beam along what moving direction was parallel to each other, and
The top of two steel bearing beams is slidably connected by upper slide and transform beams, and the bottom of two steel bearing beams passes through lower skateboard and lower railway
Beam is slidably connected；
It is anchored between the front end of two steel bearing beams by bolt and the first steel corbel, passes through bolt between the rear end of two steel bearing beams
It is anchored with the second steel corbel；First steel corbel and the second steel corbel are vertically arranged；
Steel pin key connects pin joint between second steel corbel and lower railway beam；
First jack is fixed at the side that second steel corbel is closed on transform beams, is used for the second steel ox
The jacking force of leg application horizontal direction；
Second jack is fixed at the side that first steel corbel is closed on transform beams, is used for the first steel ox
The jacking force of leg application horizontal direction.
2. according to claim 1 follow movable counterforce device for structure integral translation, it is characterised in that：Described
One steel corbel and the second steel corbel be be welded by steel plate, including：Three pieces of horizontal supporting plates, three pieces of vertical support panels and
Ribbed stiffener, wherein pin key hole is opened up on the horizontal supporting plate of the second steel corbel, the vertical support panel is perpendicular to lower railway beam axis
Line direction is arranged, and ribbed stiffener is arranged in parallel lower railway beam axis direction between the vertical support panel.
3. according to claim 1 follow movable counterforce device for structure integral translation, it is characterised in that：On described
Slide plate and lower skateboard are slide plate made of rigid material.
4. according to claim 3 follow movable counterforce device for structure integral translation, it is characterised in that：On described
Slide plate and lower skateboard select stainless steel or hard tetrafluoro plate, and thickness is not less than 20mm, is equipped on upper slide and lower skateboard and second
The corresponding anchor hole in pin key hole on steel corbel.
5. according to claim 1 follow movable counterforce device for structure integral translation, it is characterised in that：Under described
The depth in the pin key hole on track girder is 1.5 times of steel corbel height.
6. according to claim 1 follow movable counterforce device for structure integral translation, it is characterised in that：The steel
Pin key is equipped with the hanging ring connected for lifting appliance.
7. a kind of installation side for following movable counterforce device for structure integral translation as described in any in claim 1 ~ 6
Method, it is characterised in that：Specific step is as follows for installation：
Step 1: being sequentially placed billet, lower skateboard, steel bearing beam, upper slide from the bottom up on lower railway beam；
Step 2: the first steel corbel is anchored at steel bearing beam front end by bolt, the second steel corbel is anchored at by steel by bolt
Bearing beam rear end, by steel pin key by the second steel corbel and lower railway beam pin joint；
Step 3: the first jack is fixed in the side for closing on second steel corbel on transform beams, institute is closed on transform beams
The second jack is fixed in the side for stating the first steel corbel.
8. a kind of work side for following movable counterforce device for structure integral translation as described in any in claim 1 ~ 6
Method, it is characterised in that：Including following steps：
Step a, start the first jack, the first jack is withstood on the second steel corbel as reaction support, due to the second steel
Bracket is relatively fixed by steel pin key and lower railway beam, and under the reaction of power, the jacking force of the first jack pushes transform beams
Fabric structure is driven to slide on steel bearing beam to moving direction；
Step b, after the effect of the first jack reaches a stroke, its oil cylinder is retracted, the second steel ox is sling by lifting appliance
Steel pin key on leg starts the second jack, and the second jack is withstood on the first steel corbel, due to the second steel corbel and lower railway
It is separated between beam, under the jacking force of the second jack, the first steel corbel, the second steel corbel and steel bearing beam are together along the side of movement
To movement；
Step c, after the effect of the second jack reaches stroke, its oil cylinder is retracted, by steel pin key by the second steel corbel and lower rail
Pin joint, the starting of the first jack start second stroke of pushing tow again between road beam, repeatedly, until needing integral translation
Structure reaches designated position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810671350.9A CN108868191B (en) | 2018-06-26 | 2018-06-26 | Following movable counterforce device for integral translation of structure and installation and working method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810671350.9A CN108868191B (en) | 2018-06-26 | 2018-06-26 | Following movable counterforce device for integral translation of structure and installation and working method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108868191A true CN108868191A (en) | 2018-11-23 |
| CN108868191B CN108868191B (en) | 2020-06-30 |
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ID=64295896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810671350.9A Active CN108868191B (en) | 2018-06-26 | 2018-06-26 | Following movable counterforce device for integral translation of structure and installation and working method thereof |
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| Country | Link |
|---|---|
| CN (1) | CN108868191B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR64598E (en) * | 1953-09-23 | 1955-11-14 | Christiani & Nielsen Ets | Method and device for transporting loads and in particular for transporting buildings |
| CN2075230U (en) * | 1990-09-04 | 1991-04-17 | 北京市机械施工公司建筑结构安装工程处 | Equipment for hydraulic pushing and constructional wort equipment of great span building construction |
| CN202055181U (en) * | 2011-05-11 | 2011-11-30 | 天津城市建设学院 | Two-way sliding slideway for towing and pushing construction on plane curve |
| CN204139646U (en) * | 2014-08-08 | 2015-02-04 | 中国矿业大学 | A kind of two buildings translating device simultaneously |
| CN204958267U (en) * | 2015-08-24 | 2016-01-13 | 魏志新 | Quadriversal jack |
-
2018
- 2018-06-26 CN CN201810671350.9A patent/CN108868191B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR64598E (en) * | 1953-09-23 | 1955-11-14 | Christiani & Nielsen Ets | Method and device for transporting loads and in particular for transporting buildings |
| CN2075230U (en) * | 1990-09-04 | 1991-04-17 | 北京市机械施工公司建筑结构安装工程处 | Equipment for hydraulic pushing and constructional wort equipment of great span building construction |
| CN202055181U (en) * | 2011-05-11 | 2011-11-30 | 天津城市建设学院 | Two-way sliding slideway for towing and pushing construction on plane curve |
| CN204139646U (en) * | 2014-08-08 | 2015-02-04 | 中国矿业大学 | A kind of two buildings translating device simultaneously |
| CN204958267U (en) * | 2015-08-24 | 2016-01-13 | 魏志新 | Quadriversal jack |
Non-Patent Citations (1)
| Title |
|---|
| 夏风敏等: "一种新型动力施加方式在建筑物平移工程中的应用", 《工业建筑》 * |
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| Publication number | Publication date |
|---|---|
| CN108868191B (en) | 2020-06-30 |
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