CN109736368A - Building translation quantitative deviation correction device and use method thereof - Google Patents
Building translation quantitative deviation correction device and use method thereof Download PDFInfo
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- CN109736368A CN109736368A CN201910011770.9A CN201910011770A CN109736368A CN 109736368 A CN109736368 A CN 109736368A CN 201910011770 A CN201910011770 A CN 201910011770A CN 109736368 A CN109736368 A CN 109736368A
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- 238000013519 translation Methods 0.000 title claims abstract description 31
- 238000012937 correction Methods 0.000 title claims abstract description 21
- 238000000034 method Methods 0.000 title claims abstract description 13
- 230000002787 reinforcement Effects 0.000 claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 30
- 239000010959 steel Substances 0.000 claims description 30
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
The invention discloses a building translation quantitative deviation correcting device and a using method thereof, belonging to the field of buildings and having the technical scheme key points that: include through the first fixed plate of the riveting of a plurality of first rivet on the building inclined plane, the building outside has Contraband word shaped plates through the riveting of a plurality of second rivet, still includes: the first support frame and the second support frame are fixed on the ground through a plurality of anchor rods respectively; the reinforcement cage is arranged in a channel at the edge of the foundation at the lower offset side of the building, and concrete is poured into the reinforcement cage after the building is rectified; the driving component pulls the first fixing plate and the Contraband-shaped plate to rectify the deviation of the building; the quantitative deviation correcting device for the building translation is simple to operate, can realize quantitative deviation correction, and has relatively good deviation correcting effect and relatively short consumed working hours.
Description
Technical field
The present invention relates to building fields, more specifically, it relates to which a kind of building translation quantifies deviation correcting device, additionally
It is related to the application method that a kind of building translation quantifies deviation correcting device.
Background technique
Translating building is the quite high technology of a technology content, it is close building structure mechanics and Geotechnical Engineering
Combine, basic principle moves horizontally similar, main technical treatment to the weight in lifting carrying are as follows: by building
It is cut off in certain level face, separates it with basis and become " weight " that can be moved；It is underpined in the setting of building cut-off part
Beam forms a removable joist；On setting new basis in place's in place；The setting walking track girder between new and old basis；Installation walking
Mechanism applies additionaling power building is mobile；Walking mechanism is removed after in place and carries out up-down structure connection, has so far been translated
At.
Building after translation since script ground becomes to change, so translation after building usually will appear
Tilt phenomenon, building run-off the straight may influence whether the structure of building, or even can threaten the service life of building,
Therefore it will cause building translation failure.So needing to rectify a deviation to the building to shift after translation, to guarantee building
Normal configuration.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to provide a kind of building translation to quantify deviation correcting device
And its application method, to solve the problems, such as to mention in background technique.
To achieve the above object, the present invention provides the following technical scheme that
A kind of building translation quantifies deviation correcting device, including through several first rivets on building inclination face
The first fixed plate, have Contraband font plate by several second rivets outside the building, further includes:
First support frame and the second support frame: first support frame and second support frame pass through several anchors respectively
Bar fixes on the ground；
Steel reinforcement cage: the steel reinforcement cage is placed in the conduit of the building offset compared with downside ground edge, is built described
It builds after object rectified a deviation, is cast with concrete in the steel reinforcement cage；
Driving part: the driving part is connected on first support frame, and the driving part pulls described first
Fixed plate and the Contraband font plate rectify a deviation to the building；
Pushing mechanism: the pushing mechanism is connected on second support frame, and the pushing mechanism pushes the reinforcing bar
Cage is deviated to building compared with drawing close at the ground of downside；
Theodolite: the theodolite is used to detect the drift rate of the building.
By using above-mentioned technical proposal, after translation when building run-off the straight, operator can be fixed by first
Plate and Contraband font plate are installed on the wall of inclined building, the first support frame and the second support frame can be passed through anchor pole later
It is installed on ground, is later corrected inclined building gradually using driving part, theodolite can be used to detect building
Correction amount, after building is rectified a deviation completely, pushing mechanism will be pushed to steel reinforcement cage on the ground of the building to shift
Ji Chu, injection concrete can complete correction operation thereto later；Therefore building translation quantifies deviation correcting device and operates letter
It is single, and can be realized quantitative correction, the effect of correction is relatively preferable, and it is relatively short to expend working hour.
Further, the driving part includes first hydraulic cylinder, first flange disk, second flange disk, the first locking screw
Bolt, the first screw rod and fixed cylinder, the cylinder body of the first hydraulic cylinder are hinged on first support frame, the first hydraulic cylinder
Piston rod end be hinged on the first flange disk, the first flange disk and the second flange disk pass through several institutes
The connection of the first clamping screw is stated, one end of first screw rod is weldingly fixed on second flange disk end, the fixed cylinder
One end be weldingly fixed on first fixed plate/Contraband font plate, first screw flight is connected in the fixed cylinder.
By using above-mentioned technical proposal, the piston rod end of the first hydraulic cylinder in driving part can facilitate and first
Screw rod connection first adjusts position of first screw rod in fixed cylinder when using driving part, later by first flange disk and the
Two ring flanges can be achieved with installing and using for driving part by the connection of the first clamping screw, utilize the hydraulic cylinder in driving part
The first fixed plate and Contraband font plate can be pulled and building can be drawn and rectified a deviation.
Further, the pushing mechanism includes second hydraulic cylinder, the second fixed plate and push plate, the second hydraulic cylinder
Cylinder body is fixed on second support frame, and the piston rod end of the second hydraulic cylinder is fixed in second fixed plate,
The push plate is connected in the conduit along horizontal sliding, and the second fixed plate dismantling connection is in the push plate.
By using above-mentioned technical proposal, when starting the second hydraulic cylinder in pushing mechanism, second hydraulic cylinder will be driven
Second fixed plate and push plate are integrally moved in conduit, steel reinforcement cage can be pushed to adjust position gradually so that its with building compared with
It is bonded at the ground of downside.
Further, the cylinder body of third hydraulic cylinder, the work of the third hydraulic cylinder are also hinged on first support frame
Stopper rod end is hinged with third fixed plate, is fixed with the 4th by several third rivets on the metope of the building and consolidates
Fixed board, the 4th fixed plate are being fixed with several the second screw rods close to the third fixed plate on one side, described in several
One end of second screw rod is each passed through the third fixed plate, difference screw thread outside the second screw rod of third fixed plate two sides
It is connected with adapter sleeve.
By using above-mentioned technical proposal, device is capable of increasing to the traction force of building using third hydraulic cylinder, works as benefit
Before the drawing correction of third hydraulic cylinder, adjustable second screw rod of operator passes through the depth of third fixed plate, and can use
Adapter sleeve locks the distance between third fixed plate and the 4th fixed plate.
Further, the anchor pole include cylinder, cone head part, several branch interpolating units, runner, fixed disk and several second
Clamping screw, the cone head part are located at the end of the cylinder, several described branch interpolating units are integrally formed with the cylinder respectively,
The runner for concrete flowing is offered in the cylinder and the branch interpolating unit, the runner and the external world in the branch interpolating unit
Connection, the fixed disk are fixed on the cylindrical end portions, divide between the fixed disk and first support frame/second support frame
It Tong Guo not the connection of several second clamping screws.
By using above-mentioned technical proposal, the cone head part on anchor pole can be conveniently inserted into ground, when cylinder is inserted completely
Enter to after the first support frame/second support frame, anchor pole can be fixed on first by tightening the second clamping screw in fixed disk
On support/second support frame, after injecting concrete to the runner inside anchor pole, concrete can be flowed out from the end of branch interpolating unit,
Anchor pole is enabled to be fixed in ground by highly stable.
Further, the first fixed link, the piston rod end of the second hydraulic cylinder are fixed in second fixed plate
Be fixed with the second fixed link, the end of first fixed link have with integrally formed first shaft shoulder of first fixed link,
The second fixed boom end has and integrally formed second shaft shoulder of second fixed link, first shaft shoulder and described the
The outside of two shaft shoulders is threaded with screw thread ring set jointly.
By using above-mentioned technical proposal, when needing the piston rod end by second hydraulic cylinder to be fixed in the second fixed plate
When, operator can will tighten screw thread ring set after first shaft shoulder and the alignment of the second shaft shoulder end face, can be by the work of second hydraulic cylinder
Stopper rod is connected in the second fixed plate.
Further, the theodolite is placed on level board, and the level board slides be connected to third along the vertical direction
On support frame, it is fixed with sliding block on the level board, the cunning slid vertically for the sliding block is offered in the third support frame
Slot, the sliding block internal screw thread are connected with third screw rod, and the both ends of the third screw rod are rotatably connected on the third support respectively
In frame.
It is adjustable for measuring the theodolite of building inclination degree its height by using above-mentioned technical proposal, when turning
Level board and theodolite adjustment height will be driven when dynamic third screw rod, it is more convenient.
Further, it the present invention also provides the application method that a kind of building translation quantifies deviation correcting device, specifically includes
Following steps:
S1, the first support frame is placed into the higher side of inclination and offset building, the second support frame is placed into inclination
Deviate the lower side of building；
S2, by anchor pole cylinder and cone head part pass through the first support frame/second support frame and penetrate into ground, tighten solid
The second clamping screw on price fixing and the first support frame/second support frame, later by the flow passage ends of cylinder to cylinder and branch
Runner in interpolating unit injects concrete；
S3, conduit is excavated in the lower side of inclination and offset building, conduit is excavated at ground, steel reinforcement cage is placed into
In conduit and steel reinforcement cage is bonded with the ground for deviating building, push plate is placed into conduit；
S4, the first fixed plate is fixed on building wall by the first rivet, Contraband font plate is passed through second
Rivet is fixed on building wall；
S5, the first screw flight is screwed into socket, first flange disk and second flange disk is passed through into the first locking screw
It tethers and connects, so that the piston rod of first hydraulic cylinder and the first screw rod are realized and connected；
S6, second shaft shoulder that first shaft shoulder of the first fixed boom end in the second fixed plate and second are fixed to boom end
End face fitting, and it is threadedly coupled the screw thread ring set outside first shaft shoulder and second shaft shoulder, so that the tailpiece of the piston rod of second hydraulic cylinder
Portion and the second fixed plate, which are realized, to be connected；
S7, second screw rod one end in the 4th fixed plate is passed through into third fixed plate, and tightened tight outside the second screw rod
Gu set；
S8, starting first hydraulic cylinder and third hydraulic cylinder pull offset building upper side, are examined using theodolite
Steel reinforcement cage is pushed to when building offset is rectified a deviation completely using second hydraulic cylinder by the correction situation for surveying building offset
Be bonded with offset building compared with downside ground, the interior concrete that injects of backward steel reinforcement cage be fixed.
By using above-mentioned technical proposal, when the step more than is operated, very rationally, correction effect can be improved
Rate.
Further, the concrete of steel reinforcement cage is injected using the concrete marked as C40, and the concrete injected in anchor pole is
The concrete of label C60.
By using above-mentioned technical proposal, the concrete of C40 can satisfy support strength, and the concrete of C60 enables to
Anchor pole is extremely stable to be penetrated in ground.
Further, it after theodolite being placed into level board, follows the steps below:
A, level theodolite: horizontal bubble of being subject to is all placed in the middle in any one angle of three angles, selects any one
A face adjusts the bubble of horizontal tube and is allowed to placed in the middle, then instrument is rotated by 90 ° observe again horizontal tube bubble it is whether placed in the middle,
Make the bubble of horizontal tube in any one face all placed in the middle；
B, by the highest point of telescope alignment building, angle is fixed, viewpoint is then adjusted downwards, finally with small ruler
The position of telescope reticle alignment is measured to the distance in corresponding corner, the i.e. perpendicularity deviation of the building.
By using above-mentioned technical proposal, the verticality of building can be fast and easily measured by using above-mentioned steps
Deviation.
In conclusion the present invention mainly has the advantages that
Building translation quantifies deviation correcting device and operates simply, and can be realized quantitative correction, and the effect of correction is opposite
Preferably, it is relatively short to expend working hour；After translation when building run-off the straight, operator can be by the first fixed plate and Contraband word
Shape plate is installed on the wall of inclined building, the first support frame and the second support frame can be passed through rockbolt installation to ground later
On face, inclined building to be corrected gradually using driving part later, theodolite can be used to detect the correction amount of building,
After building is rectified a deviation completely, pushing mechanism will be pushed to steel reinforcement cage at the ground of the building to shift, later
Injection concrete can complete correction operation thereto.
Detailed description of the invention
Fig. 1 is a kind of one of structural schematic diagram of embodiment provided by the invention；
Fig. 2 is the enlarged structure schematic diagram in the portion A in Fig. 1；
Fig. 3 is the enlarged structure schematic diagram in the portion B in Fig. 1；
Fig. 4 is a kind of one of structure sectional view of embodiment provided by the invention；
Fig. 5 is the enlarged structure schematic diagram in the portion C in Fig. 4；
Fig. 6 is a kind of second structural representation of embodiment provided by the invention；
Fig. 7 is the enlarged structure schematic diagram in the portion D in Fig. 6；
Fig. 8 is the two of a kind of structure sectional view of embodiment provided by the invention；
Fig. 9 is the enlarged structure schematic diagram in the portion E in Fig. 8.
In figure: 1, building；11, the first fixed plate；110, the first rivet；12, Contraband font plate；120, the second rivet；13,
First support frame；14, the second support frame；15, steel reinforcement cage；150, conduit；2, anchor pole；3, driving part；4, pushing mechanism；5, it passes through
Latitude instrument；31, first hydraulic cylinder；311, first flange disk；312, second flange disk；3110, the first clamping screw；32, the first spiral shell
Bar；33, fixed cylinder；41, second hydraulic cylinder；42, the second fixed plate；43, push plate；141, third hydraulic cylinder；142, third is fixed
Plate；143, the 4th fixed plate；1431, third rivet；1432, the second screw rod；14321, adapter sleeve；21, cylinder；22, cone head part；
23, branch interpolating unit；211, runner；24, fixed disk；241, the second clamping screw；421, the first fixed link；422, the second fixed link；
4211, first shaft shoulder；4221, second shaft shoulder；42111, screw thread ring set；51, level board；52, third support frame；53, third spiral shell
Bar；511, sliding block；521, sliding slot.
Specific embodiment
Below in conjunction with attached drawing 1-9, invention is further described in detail.
Embodiment 1
With reference to Fig. 1, Fig. 2 and Fig. 3, a kind of building translation quantifies deviation correcting device, including being ten or more by quantity
First rivet 110 is riveted on the first fixed plate 11 on 1 inclined surface of building, outside building 1 by quantity be ten with
On the riveting of the second rivet 120 have Contraband font plate 12, wherein device further include: the first support frame 13 and the second support frame 14,
In the first support frame 13 and the second support frame 14 fixed on the ground respectively by the anchor pole 2 of six or more quantity；Steel reinforcement cage 15,
Wherein steel reinforcement cage 15 is placed in conduit 150 of the offset of building 1 compared with downside ground edge, after building 1 is rectified a deviation, steel
Concrete is cast in muscle cage 15；Driving part 3, wherein driving part 3 is connected on the first support frame 13, and driving part 3 is drawn
Dynamic first fixed plate 11 and Contraband font plate 12 rectify a deviation to building 1；Pushing mechanism 4, wherein pushing mechanism 4 is connected to second
On support frame 14, pushing mechanism 4 pushes steel reinforcement cage 15 to deviate to building 1 compared with drawing close at the ground of downside；Theodolite 5, wherein
Theodolite 5 is used to detect the drift rate of building 1；Therefore after translation when 1 run-off the straight of building, operator can be by first
Fixed plate 11 and Contraband font plate 12 are installed on the wall of inclined building 1, later can be by the first support frame 13 and second
Support 14 is installed on ground by anchor pole 2, is later corrected inclined building 1 gradually using driving part 3, theodolite 5
The correction amount of building 1 can be used to detect, after building 1 is rectified a deviation completely, pushing mechanism 4 will push steel reinforcement cage 15
To at the ground of the building 1 to shift, injection concrete can complete correction operation thereto later；Therefore building translation
Quantitative deviation correcting device operates simply, and can be realized quantitative correction, and the effect of correction is relatively preferable, expends working hour relatively
It is short.
With reference to Fig. 1 and Fig. 2, wherein driving part 3 includes first hydraulic cylinder 31, first flange disk 311, second flange disk
312, the first clamping screw 3110, the first screw rod 32 and fixed cylinder 33, wherein the cylinder body of first hydraulic cylinder 31 is hinged on first
On support 13, the piston rod end of first hydraulic cylinder 31 is hinged on first flange disk 311, first flange disk 311 and the second method
Blue disk 312 is by four the first clamping screw 3110 connections, wherein one end of the first screw rod 32 is weldingly fixed on second flange disk
312 ends, one end of fixed cylinder 33 is weldingly fixed on 11/ Contraband font plate 12 of the first fixed plate, wherein 32 screw thread of the first screw rod
It is connected in fixed cylinder 33, the piston rod end of the first hydraulic cylinder 31 in driving part 3 can facilitate to be connected with the first screw rod 32
It connects, when using driving part 3, position of first screw rod 32 in fixed cylinder 33 is first adjusted, later by 311 He of first flange disk
Second flange disk 312 can be achieved with installing and using for driving part 3 by the connection of the first clamping screw 3110, utilize driving part
Hydraulic cylinder in 3 can pull the first fixed plate 11 and Contraband font plate 12 and can draw building 1 and be rectified a deviation.
With reference to Fig. 1 and Fig. 3, wherein pushing mechanism 4 includes second hydraulic cylinder 41, the second fixed plate 42 and push plate 43, wherein
The cylinder body of second hydraulic cylinder 41 is fixed on the second support frame 14, and it is fixed that the piston rod end of second hydraulic cylinder 41 is fixed on second
On plate 42, wherein push plate 43 is connected in conduit 150 along horizontal sliding, 42 dismantling connection of the second fixed plate in push plate 43, when
When starting the second hydraulic cylinder 41 in pushing mechanism 4, second hydraulic cylinder 41 will drive the second fixed plate 42 and 43 entirety of push plate to exist
It is moved in conduit 150, steel reinforcement cage 15 can be pushed to adjust position gradually, so that it is with building 1 compared with being bonded at the ground of downside.
With reference to Fig. 1 and Fig. 2, in order to enable the rectifying effect and centering capacity of device get a promotion, in the first support frame 13
On be also hinged with the cylinder body of third hydraulic cylinder 141, be hinged with third fixed plate 142 in the piston rod end of third hydraulic cylinder 141,
It will be fixed with the 4th fixed plate 143 by being no less than the riveting of third rivet 1431 of ten quantity on the metope of building 1 simultaneously,
Simultaneously by the 4th fixed plate 143 in the second screw rod for being fixed with no less than three quantity on one side close to third fixed plate 142
1432, wherein one end of the second screw rod 1432 is each passed through third fixed plate 142, for the position of locking screw, third is consolidated
It is threaded with adapter sleeve 14321 respectively outside second screw rod 1432 of 142 two sides of fixed board, it can using third hydraulic cylinder 141
Aggrandizement apparatus is to the traction force of building 1, and before using the drawing correction of third hydraulic cylinder 141, operator adjustable second
Screw rod 1432 passes through the depth of third fixed plate 142, and can lock third fixed plate 142 and the 4th with adapter sleeve 14321 and consolidate
The distance between fixed board 143.
With reference to Fig. 4 and Fig. 5, wherein anchor pole 2 includes cylinder 21, cone head part 22, six branch interpolating units 23, runners 211, fixed disk
24 and four the second clamping screws 241, wherein cone head part 22 is located at the end of cylinder 21, six branch interpolating units 23 respectively with cylinder 21
It is integrally formed, wherein the runner 211 for concrete flowing is offered in cylinder 21 and branch interpolating unit 23, in branch interpolating unit 23
Runner 211 is in communication with the outside, and fixed disk 24 is fixed on 21 end of cylinder, wherein fixed disk 24 and the first support frame 13/ second
Pass through four the second clamping screw 241 connections between support 14 respectively；Wherein the cone head part 22 on anchor pole 2 can be conveniently inserted into
In ground, after cylinder 21 is completely inserted into the first 13/ second support frame 14 of support frame, the second locking in fixed disk 24 is tightened
Anchor pole 2 can be fixed on 13/ second support frame 14 of the first support frame by bolt 241, be injected to the runner 211 inside anchor pole 2
After concrete, concrete can be flowed out from the end of branch interpolating unit 23, and anchor pole 2 is enabled to be fixed on ground by highly stable
It is interior.
Theodolite 5 is placed on level board 51 in order to facilitate the use of theodolite 5 with reference to Fig. 6 and Fig. 7, wherein horizontal
Plate 51 slides be connected on third support frame 52 along the vertical direction, in order to enable adjusting is more stable vertically for level board 51, in water
It is fixed with sliding block 511 on plate 51, the sliding slot 521 slid vertically for sliding block 511, while z are offered in third support frame 52
511 internal screw thread of sliding block is connected with third screw rod 53, and wherein the both ends of third screw rod 53 are rotatably connected on third support frame 52 respectively
It is interior, therefore it is adjustable to be used to measure the theodolite 5 of 1 gradient of building its height, will drive water when rotating third screw rod 53
Plate 51 and the adjustment height of theodolite 5, it is more convenient；Wherein theodolite 5 can be using Su Guang RTS series such as RTS632 model
Total station.
With reference to Fig. 8 and Fig. 9, the second fixed plate 42 is connected to the piston rod end of second hydraulic cylinder 41 for convenience,
It is fixed with the first fixed link 421 in second fixed plate 42, is fixed with the second fixed link in the piston rod end of second hydraulic cylinder 41
422, wherein the end of the first fixed link 421 have with integrally formed first shaft shoulder 4211 of the first fixed link 421, second
422 end of fixed link have with integrally formed second shaft shoulder 4221 of the second fixed link 422, by first shaft shoulder 4211 and the second axis
The outside of shoulder 4221 is threaded with screw thread ring set 42111 jointly, when needing the piston rod end by second hydraulic cylinder 41 to fix
When in the second fixed plate 42, operator can will tighten screwed ring after first shaft shoulder 4211 and the alignment of second shaft shoulder, 4221 end face
The piston rod of second hydraulic cylinder 41, can be connected in the second fixed plate 42 by set 42111.
Embodiment 2
Difference from example 1 is that the application method that a kind of building translation quantifies deviation correcting device is additionally provided,
Specifically includes the following steps:
S1, the first support frame 13 is placed into the higher side of inclination and offset building 1, the second support frame 14 is placed into
The lower side of inclination and offset building 1；
S2, by anchor pole 2 cylinder 21 and cone head part 22 pass through 13/ second support frame 14 of the first support frame penetrate into ground
In, the second clamping screw 241 on 13/ second support frame 14 of fixed disk 24 and the first support frame is tightened, passes through cylinder 21 later
Runner 211 of 211 end of runner into cylinder 21 and branch interpolating unit 23 inject concrete；
S3, conduit 150 is excavated in the lower side of inclination and offset building 1, conduit 150 is excavated at ground, by reinforcing bar
Cage 15 is placed into conduit 150 and steel reinforcement cage 15 is bonded with the ground for deviating building 1, and push plate 43 is placed into conduit
In 150；
S4, the first fixed plate 11 is fixed on 1 metope of building by the riveting of the first rivet 110, by Contraband font plate 12
It is fixed on 1 metope of building by the riveting of the second rivet 120；
S5, the first screw rod 32 is threaded into socket, first flange disk 311 and second flange disk 312 is passed through the
One clamping screw 3110 connection, so that the piston rod of first hydraulic cylinder 31 and the first screw rod 32 are realized and connected；
S6,422 end of first shaft shoulder 4211 and the second fixed link by 421 end of the first fixed link in the second fixed plate 42
Second shaft shoulder, 4221 end face in portion is bonded, and is threadedly coupled the screw thread ring set outside first shaft shoulder 4211 and second shaft shoulder 4221
42111, so that the piston rod end of second hydraulic cylinder 41 and the second fixed plate 42 are realized and are connected；
S7,1432 one end of the second screw rod in the 4th fixed plate 143 is passed through into third fixed plate 142, and tightens the second spiral shell
Adapter sleeve 14321 outside bar 1432；
S8, starting 141 pairs of 1 upper sides of offset building of first hydraulic cylinder 31 and third hydraulic cylinder pull, and utilize warp
Latitude instrument 5 detects the correction situation that building 1 deviates, when the offset of building 1 is rectified a deviation completely, using second hydraulic cylinder 41 by steel
Muscle cage 15, which is pushed to, be bonded with offset building 1 compared with downside ground, the interior concrete that injects of backward steel reinforcement cage 15 be fixed.
When step more than is operated, very rationally, correction efficiency can be improved.
Embodiment 3
With embodiment 2 the difference is that following:
The concrete of steel reinforcement cage 15 is injected using the concrete marked as C40, and the concrete injected in anchor pole 2 is label
The concrete of C60, the concrete of C40 can satisfy support strength, the bundle that the concrete of C60 enables to anchor pole 2 extremely stable
Enter in ground.
After theodolite 5 is placed into level board 51, follow the steps below:
A, level theodolite 5: horizontal bubble of being subject to is all placed in the middle in any one angle of three angles, selects any one
A face adjusts the bubble of horizontal tube and is allowed to placed in the middle, then instrument is rotated by 90 ° observe again horizontal tube bubble it is whether placed in the middle,
Make the bubble of horizontal tube in any one face all placed in the middle；
B, by the highest point of telescope alignment building 1, angle is fixed, viewpoint is then adjusted downwards, finally with small ruler
Son measures the position of telescope reticle alignment to the distance in corresponding corner, the i.e. perpendicularity deviation of the building 1.
The perpendicularity deviation of building 1 can be fast and easily measured by using above-mentioned steps.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (10)
1. a kind of building translation quantifies deviation correcting device, including is riveted on building (1) by several first rivets (110) and inclines
The first fixed plate (11) on inclined-plane, the building (1) is external to have Contraband font plate by the riveting of several second rivets (120)
(12), it is characterised in that: further include:
First support frame (13) and the second support frame (14): first support frame (13) and second support frame (14) are respectively
It is fixed on the ground by several anchor poles (2)；
Steel reinforcement cage (15): the steel reinforcement cage (15) is placed in conduit (150) of the building (1) offset compared with downside ground edge
It is interior, after the building (1) is rectified a deviation, concrete is cast in the steel reinforcement cage (15)；
Driving part (3): the driving part (3) is connected on first support frame (13), and the driving part (3) pulls
First fixed plate (11) and the Contraband font plate (12) rectify a deviation to the building (1)；
Pushing mechanism (4): the pushing mechanism (4) is connected on second support frame (14), and the pushing mechanism (4) pushes
The steel reinforcement cage (15) deviates to building (1) compared with drawing close at the ground of downside；
Theodolite (5): the theodolite (5) is used to detect the drift rate of the building (1).
2. a kind of building translation according to claim 1 quantifies deviation correcting device, it is characterised in that: the driving part
It (3) include first hydraulic cylinder (31), first flange disk (311), second flange disk (312), the first clamping screw (3110), first
Screw rod (32) and fixed cylinder (33), the cylinder body of the first hydraulic cylinder (31) is hinged on first support frame (13), described
The piston rod end of first hydraulic cylinder (31) is hinged on the first flange disk (311), the first flange disk (311) and institute
It states second flange disk (312) and passes through several the first clamping screw (3110) connections, one end of first screw rod (32)
It is weldingly fixed on second flange disk (312) end, it is fixed that one end of the fixed cylinder (33) is weldingly fixed on described first
On plate (11)/Contraband font plate (12), first screw rod (32) is threaded in the fixed cylinder (33).
3. a kind of building translation according to claim 1 quantifies deviation correcting device, it is characterised in that: the pushing mechanism
It (4) include second hydraulic cylinder (41), the second fixed plate (42) and push plate (43), the cylinder body of the second hydraulic cylinder (41) is fixed on
On second support frame (14), the piston rod end of the second hydraulic cylinder (41) is fixed on second fixed plate (42)
On, the push plate (43) is connected in the conduit (150) along horizontal sliding, and the second fixed plate (42) dismantling connection is in institute
It states on push plate (43).
4. a kind of building translation according to claim 1 quantifies deviation correcting device, it is characterised in that: first support frame
(13) cylinder body of third hydraulic cylinder (141) is also hinged on, the piston rod end of the third hydraulic cylinder (141) is hinged with third
Fixed plate (142) is fixed with the 4th fixed plate by the riveting of several third rivets (1431) on the metope of the building (1)
(143), the 4th fixed plate (143) is being fixed with several the second screw rods close to the third fixed plate (142) on one side
(1432), one end of several second screw rods (1432) is each passed through the third fixed plate (142), and the third is fixed
It is threaded with adapter sleeve (14321) respectively outside second screw rod (1432) of plate (142) two sides.
5. a kind of building translation according to claim 1 quantifies deviation correcting device, it is characterised in that: anchor pole (2) packet
Include cylinder (21), cone head part (22), several branch interpolating units (23), runner (211), fixed disk (24) and several second locking screws
Bolt (241), the cone head part (22) are located at the end of the cylinder (21), several described branch interpolating units (23) respectively with the column
Body (21) is integrally formed, and the runner (211) for concrete flowing is offered in the cylinder (21) and the branch interpolating unit (23),
The runner (211) on the branch interpolating unit (23) is in communication with the outside, and the fixed disk (24) is fixed on the cylinder (21) end
Portion second is locked by several respectively between the fixed disk (24) and first support frame (13)/second support frame (14)
Tight bolt (241) connection.
6. a kind of building translation according to claim 3 quantifies deviation correcting device, it is characterised in that: second fixed plate
(42) it is fixed on the first fixed link (421), the piston rod end of the second hydraulic cylinder (41) is fixed with the second fixed link
(422), the end of first fixed link (421) has and integrally formed first shaft shoulder of the first fixed link (421)
(4211), the second fixed link (422) end has and integrally formed second shaft shoulder of the second fixed link (422)
(4221), the outside of first shaft shoulder (4211) and second shaft shoulder (4221) is threaded with screw thread ring set jointly
(42111)。
7. a kind of building translation according to claim 1 quantifies deviation correcting device, it is characterised in that: the theodolite (5)
It is placed on level board (51), the level board (51) slides be connected on third support frame (52) along the vertical direction, the water
It is fixed on plate (51) sliding block (511), is offered in the third support frame (52) and the sliding block (511) is supplied to slide vertically
Sliding slot (521), sliding block (511) internal screw thread are connected with third screw rod (53), and the both ends of the third screw rod (53) turn respectively
It is dynamic to be connected in the third support frame (52).
8. the application method that a kind of building translation described in claim 1 quantifies deviation correcting device, it is characterised in that: specifically include
Following steps:
S1, the first support frame (13) is placed into inclination and offset building (1) higher side, the second support frame (14) is placed
To inclination and offset building (1) lower side；
S2, by anchor pole (2) cylinder (21) and cone head part (22) pass through the first support frame (13)/second support frame (14) penetrate
To in ground, the second clamping screw (241) on fixed disk (24) and the first support frame (13)/second support frame (14) is tightened,
The runner (211) by runner (211) end of cylinder (21) into cylinder (21) and branch interpolating unit (23) injects concrete later；
S3, conduit (150) are excavated in the lower side of inclination and offset building (1), conduit (150) is excavated at ground, by steel
Muscle cage (15) is placed into conduit (150) and steel reinforcement cage (15) is bonded with the ground for deviating building (1), by push plate (43)
It is placed into conduit (150)；
S4, the first fixed plate (11) are fixed on building (1) metope by the first rivet (110) riveting, by Contraband font plate
(12) it is fixed on building (1) metope by the second rivet (120) riveting；
S5, the first screw rod (32) is threaded into socket, first flange disk (311) and second flange disk (312) is passed through
First clamping screw (3110) connection, so that the piston rod of first hydraulic cylinder (31) and the first screw rod (32) are realized and connected；
S6, by first shaft shoulder (4211) and the second fixed link of the first fixed link (421) end on the second fixed plate (42)
(422) second shaft shoulder (4221) the end face fitting of end, and it is threadedly coupled first shaft shoulder (4211) and second shaft shoulder (4221) outside
The screw thread ring set (42111) in portion, so that the piston rod end of second hydraulic cylinder (41) and the second fixed plate (42) are realized and connected；
S7, the second screw rod (1432) one end in the 4th fixed plate (143) is passed through into third fixed plate (142), and tightens second
The external adapter sleeve (14321) of screw rod (1432)；
S8, starting first hydraulic cylinder (31) and third hydraulic cylinder (141) pull offset building (1) upper side, utilize
Theodolite (5) detects the correction situation of building (1) offset, hydraulic using second when building (1) offset is rectified a deviation completely
Steel reinforcement cage (15) is pushed to and be bonded with offset building (1) compared with downside ground by cylinder (41), backward steel reinforcement cage (15) interior inject
Concrete is fixed.
9. the application method that a kind of building translation according to claim 8 quantifies deviation correcting device, it is characterised in that: injection reinforcing bar
The concrete of cage (15) injects the concrete in anchor pole (2) using the concrete marked as C40 for the concrete of label C60.
10. the application method that a kind of building translation according to claim 8 quantifies deviation correcting device, it is characterised in that: by longitude and latitude
After instrument (5) is placed into level board (51), follow the steps below:
A, level theodolite (5): horizontal bubble of being subject to is all placed in the middle in any one angle of three angles, selects any one
Face adjusts the bubble of horizontal tube and is allowed to placed in the middle, then instrument is rotated by 90 ° observe again horizontal tube bubble it is whether placed in the middle, make
The bubble of horizontal tube is in any one face all placed in the middle；
B, by the highest point of telescope alignment building, angle is fixed, viewpoint is then adjusted downwards, is finally measured with small ruler
The position of telescope reticle alignment is to the distance in corresponding corner, the i.e. perpendicularity deviation of the building (1).
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| CN201910011770.9A CN109736368B (en) | 2019-01-07 | 2019-01-07 | Building translation quantitative deviation correction device and use method thereof |
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| CN201910011770.9A CN109736368B (en) | 2019-01-07 | 2019-01-07 | Building translation quantitative deviation correction device and use method thereof |
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| CN110778141A (en) * | 2019-11-13 | 2020-02-11 | 江苏工程职业技术学院 | Building reinforcing construction device |
| CN111764449A (en) * | 2020-06-30 | 2020-10-13 | 福建江夏学院 | House engineering reinforcing and supporting device |
| CN112900909A (en) * | 2021-01-18 | 2021-06-04 | 郭凤娟 | Efficient positioning mechanism that rectifies of wall body for building engineering |
| CN113006513A (en) * | 2021-02-05 | 2021-06-22 | 中铁十六局集团路桥工程有限公司 | Intelligent continuous wall deviation rectifying device and method for three-in-one soil foundation |
| CN113235684A (en) * | 2021-03-19 | 2021-08-10 | 刘瑞昆 | Slotting equipment for hydraulic engineering |
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| CN113006513A (en) * | 2021-02-05 | 2021-06-22 | 中铁十六局集团路桥工程有限公司 | Intelligent continuous wall deviation rectifying device and method for three-in-one soil foundation |
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| CN113235684B (en) * | 2021-03-19 | 2023-01-06 | 安徽颍泽水利工程咨询有限公司 | Slotting equipment for hydraulic engineering |
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| CN109736368B (en) | 2020-10-27 |
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