CN107964991A - A kind of building forced falling rectifying deviation equipment and the method using the equipment - Google Patents
A kind of building forced falling rectifying deviation equipment and the method using the equipment Download PDFInfo
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- CN107964991A CN107964991A CN201711181924.6A CN201711181924A CN107964991A CN 107964991 A CN107964991 A CN 107964991A CN 201711181924 A CN201711181924 A CN 201711181924A CN 107964991 A CN107964991 A CN 107964991A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
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- General Life Sciences & Earth Sciences (AREA)
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- General Engineering & Computer Science (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
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Abstract
The present invention provides a kind of building forced falling rectifying deviation equipment and its method using the equipment,Including excavating in the deep-well of building side,Some side walls for being inserted in building bottom offer the short steel pipes of permeable hole,And it is installed on the slush pump that deep-well bottom is used for sewerage,Its technical solution is to be provided with mounting bracket in deep-well,Ding Shen mechanisms for promoting from short steel pipes to building bottom are installed in mounting bracket,Mounting bracket side is provided with several and is used for the nozzle mechanism of multiple short steel pipes head and the tail connection,Several down tube mechanisms for being used to store short steel pipes and interval release short steel pipes are installed on mounting bracket,Along ground of the short steel pipes edge away from mounting bracket direction insertion building bottom that several different angles of mechanism urges are stretched by top,The automatic down tube of short steel pipes is realized by down tube mechanism,And adjacent short steel pipes are fixed by nozzle mechanism,So as to fulfill the purpose for improving work efficiency.
Description
Technical field
The present invention relates to rectifying of leaned building method and technology field, more particularly to a kind of building forced falling rectifying deviation equipment and use
The method of the equipment.
Background technology
With the quickening of urban construction speed, in newly-built and existing engineering, due to various complexity, cause ground
Uneven subsidence, so as to cause the inclination of building.For the building after inclination, if do not handle and be continuing with for a long time
Words, it will jeopardize structural safety and personal life security；If giving it up, it will cause very big waste,
And take substantial amounts of soil；Rebuild if removed, substantial amounts of fund can be spent, need long time, and rebuild
Cheng Zhonghui produces substantial amounts of building waste, so as to be polluted to environment, while can also consume substantial amounts of material energy etc..It is if right
Inclined building carries out rectification righting, it will and realize and save the energy, environmental protection, the effect for shortening the construction period, reducing cost,
With obvious economic benefit and social benefit.
The operation principle of building inclination rectification is to change foundation soil stress, i.e., using stress release or stress transfer principle
The less side of building settlement is set passively to force-land；By carrying out foundation underpinning or master to the upper load for settling larger side
Dynamic jacking.
There are soil digging correcting method, radial water jetting, dewatering correction method etc., every kind of method to the inclination correction method of building at present
Have its applicable elements, during rectification using which kind of method need to consider building inclination reason, heeling condition, geological conditions,
During method for processing foundation, basement process quality, ground buried depth, base form, structure type, structure non-deformability, rectification
Use state and surrounding enviroment etc. because usually determining, current inclination correction method needs to carry out integrating progress using a variety of methods sometimes
It can take effect.
When the ground of building is Muddy Bottoms（It is viscous）The soft foundations such as soil, clay, silt, powder fine sand soil or shallow processing are compound
During ground, generally use deep layer casting correcting method, deep layer casting correcting method is one kind of soil digging correcting method, deep layer casting rectification skill
Art is to set several open caissons in the less side of building settlement, and specific depth heads into steel and leads in the horizontal direction in open caisson
Then pipe rushes soil by the permeable hole of duct wall with giant by correct priority program to forced landing area edge
Brush, disturbance forced landing area's mid-deep strata ground, triggers local stress release and the Stress relief of medium and deep, causes the perturbing area soil body to occur
Wriggling rheology, then forms forced landing area's ground reduced overall deformation, so as to judge substantially rectification amount according to the color of sewerage
Number, the accurate measurement of rectification amount is then carried out by total powerstation again, finally reaches the purpose of rectification.
In the work progress of rectification is carried out to building using deep layer casting rectification technology, due to the limitation of open caisson, lead
The short steel pipes that pipe is connected by several ends are threadedly coupled and form, after the extending direction of conduit is determined, by being fixed on open caisson well
Jack on wall once promotes the short steel pipes in open caisson, so that the length that conduit gos deep into soil layer gradually increases.
But in practice of construction, generally require to stretch some conduits along specific direction top in an open caisson, and leading in each direction
Pipe is promoted one by one by jack, and needs manually to connect short steel pipes one by one, so as to cause work efficiency relatively low.
The content of the invention
A kind of method the object of the present invention is to provide building forced falling rectifying deviation equipment and using the equipment, is realized to adjacent
The purpose of the ending automatic butt of short steel pipes, without manually connecting short steel pipes one by one, so as to reach the effect for improving work efficiency.
The present invention above-mentioned technical purpose technical scheme is that：
A kind of building forced falling rectifying deviation equipment, including excavate in building side deep-well, some be inserted in building bottom
Side wall offer the short steel pipes of permeable hole and be installed on deep-well bottom be used for sewerage slush pump, it is characterised in that：Institute
The mounting bracket that is provided with deep-well is stated, is provided with the mounting bracket for promoting the top of short steel pipes to stretch machine to building bottom
Structure, the mounting bracket side is provided with several and is used for the nozzle mechanism of multiple short steel pipes head and the tail connection, on the mounting bracket
Several down tube mechanisms for being used to store short steel pipes and interval release short steel pipes are installed, and are provided with building for detecting
The testing agency of building inclination rectification height.
Through the above technical solutions, after mounting bracket is installed in deep-well, short steel pipes are pushed into by Ding Shen mechanisms and are built
In the soil body of thing bottom, and being fixedly connected between two adjacent short steel pipes is realized by nozzle mechanism, so as to fulfill short steel
Pipe realizes the addition of short steel pipes while short steel pipes are constantly continued long constantly by the purpose of continuous length by down tube mechanism, nothing
Need manually to add short steel pipes one by one, so as to fulfill the purpose of work efficiency is improved；And realize that building entangles by testing agency
The accurate monitoring for the amount of inclining, compared to before by observing the side being detected again by instruments such as total powerstations after sewerage color
Method, further improves work efficiency.
Further, the Ding Shen mechanisms include the air bag being installed in mounting bracket, are provided with and are used on the mounting bracket
The air pump of inflation/deflation is carried out to air bag, several are slidably connected on the mounting bracket and is connected to air bag and for promoting short steel pipes
Pushing component.
Through the above technical solutions, air pump is used to carry out inflation/deflation control, when inflating inside air bag, air bag to air bag
Pushing component is driven to promote short steel pipes to go deep into towards the building bottom away from mounting bracket, and by airbag aeration so that it is located at
The circumferentially disposed pushing component of air bag promotes short steel pipes to move at the same time, and the short steel pipes for reaching some directions synchronously go deep into building
The effect of bottom, further realizes the purpose for improving effect.
Further, the pushing component includes being slidably connected to the pushing plate of mounting bracket and is slidably connected to promotion
The catch bar of plate, is fixedly connected with the first gag lever post and the second gag lever post in the pushing plate, is opened up respectively on the mounting bracket
There is the first arc groove and the second arc groove moved for the first gag lever post and the second gag lever post, the in first arc groove
The both sides of one gag lever post and the both sides of the second gag lever post in second arc groove are plugged with for limiting the first gag lever post
With the second gag lever post in the guide housing for moving radially while circumferentially rotating.
Through the above technical solutions, realized by the guide housing for being connected to the first gag lever post and the second gag lever post both sides to the
One gag lever post or the second gag lever post radially slide the limitation in direction, change guide housing according to the installation direction of the conduit of actual design
Relative to the installation site of mounting bracket, so as to fulfill the change of pushing plate pushing direction.
Further, the pushing plate is located at the lower section of down tube mechanism, and on side wall of the pushing plate away from mounting bracket
The first guide groove slided for short steel pipes is offered, the end face of the catch bar is concordant with the cell wall bottom of the first guide groove.
Through the above technical solutions, after short steel pipes are dropped by dead weight, the spacing work by the first guide groove to short steel pipes
With so that short steel pipes are accurately docked with previous short steel pipes, and cause catch bar to be accurately connected to the end of short steel pipes
After on face short steel pipes are promoted towards away from mounting bracket direction.
Further, limiting slot, the bulb-tubulating machine are offered along its long axis direction on the circumferential side wall of the short steel pipes
Structure include be sheathed on outside short steel pipes rotate gear, be engaged in the drive gear of rotate gear and for driving drive gear
The motor of rotation, is provided with the rotate gear and limiting slot coordinates the limit assembly for being used for driving short steel pipes to rotate.
Through the above technical solutions, due to realizing fixation by end thread connection between adjacent short steel pipes, then when need
When docking two adjacent short steel pipes, short steel pipes startup after the promotion lower limit component of pushing component is embedded in limiting slot
Motor, the output shaft of motor drive drive gear to rotate, so that the rotate gear for being engaged in drive gear drives short steel pipes
Rotate, since previous short steel pipes are inserted in ground, therefore previous butt steel pipe is fixed, when latter short steel pipes are with rotation
While gear rotates, pushing plate promotes short steel pipes along away from mounting bracket direction, so as to fulfill the fixation between two short steel pipes
Connection, after limit assembly departs from limiting slot, motor stalls
Further, be connected with several support plates corresponding with pushing plate respectively on the mounting bracket, the rotate gear and
The drive gear is rotationally connected with support plate respectively, and the support plate offers on the side wall of supporting rack to be oriented to first
Groove is to applied to the second guide groove slided for short steel pipes.
Through the above technical solutions, since support plate and pushing plate are correspondingly arranged, then the first guide groove and the second guide groove
Equally it is correspondingly arranged, when short steel pipes are dropped by dead weight, the spacing work by the first guide groove and the second guide groove to short steel pipes
With further improving the accuracy that short steel pipes are docked with previous short steel pipes.
Further, the limit assembly includes the cross recess being opened on rotate gear inner wall, is slided in the cross recess
Dynamic to be connected with limited block, the limited block bottom surface is inclined-plane, is fixedly connected with and pushes away between the cell wall of the limited block and cross recess
Move spring.
Through the above technical solutions, when short steel pipes are not disposed in rotate gear, push the spring is in compressive state, due to
The bottom surface of limited block is inclined-plane, therefore when pushing component promotes short steel pipes to move in rotate gear, limited block is connected to short steel
The side wall of pipe, limited block compression push the spring, causes limiting slot to be located at below limited block when pushing component continues to press on short steel pipes
When, push the spring promotes limited block to be connected in limiting slot, and rotate gear rotates, and the side wall of limited block is connected to the side of limiting slot
Wall, so as to drive short steel pipes to rotate, short steel pipes continue to move under the promotion of pushing plate, and limited block is in limiting slot along short steel pipes
Long axis side's upward sliding, when limited block slides into the end of limiting slot, and short steel pipes continue to be promoted by pushing plate, limiting slot
Extrude limited block and push the spring so that the outer wall of short steel pipes is connected to after limited block disengaging limiting slot.
Further, the down tube mechanism includes the material stock frame being connected on mounting bracket, the both ends of the material stock frame bottom
It is separately installed with the electric control lock for controlling short steel pipes release time interval.
Through the above technical solutions, short steel pipes are positioned on material stock frame, without being manually added one by one, further carry
The work efficiency of high correcting device, and pass through the release time of automatically controlled lock control short steel pipes so that the work of correcting device is more
In order, and work as the friction for the side wall that short steel pipes are reduced in rotation process between adjacent two short steel pipes, make an uproar so as to play reduction
The effect of sound.
Further, the testing agency includes several Laser emissions for being used to launch laser being installed on building
Device, several laser pickoffs for being used to receive laser are provided with the ground not settled, are coupled with the laser pickoff
Warning light, when laser pickoff receives the laser of laser transmitter projects, warning light lights.
Through the above technical solutions, installing laser emitter on building, and do not sunk according to the settling amount after calculating
Laser pickoff is installed at drop, difference in height between laser emitter and laser pickoff be by the settling amount after calculating, when
After a certain laser pickoff receives the laser signal of corresponding laser transmitter projects, corresponding cue circuit is turned on, from
And the sedimentation work of relevant work personnel stopping in this direction being prompted, compared to the color for looking first at sewerage in the prior art
Afterwards again by way of apparatus measures, more accurate and work efficiency higher.
Present invention also offers a kind of method for correcting error of above-mentioned building forced falling rectifying deviation equipment, including
（1）Scheme Choice, survey building inclination conditions and inclined raw because determining rectification scheme；
（2）Open caisson, the deep-well (1) of certain depth and diameter is set in each formulation place；
（3）Equipment is installed, and the building forced falling rectifying deviation equipment for being used for rectifying a deviation to building is installed in each deep-well (1),
And adjust the pushing direction of pushing plate (6)；
Wherein：
S1：Mounting bracket is fixedly connected on the side wall of deep-well, and the setting height(from bottom) of mounting bracket by（1）In rectification scheme it is true
Fixed, installation Ding Shen mechanisms, air bag and air pump are respectively arranged in mounting bracket and bottom, meanwhile, deep-well bottom installation slush pump；
S2：According to（1）In rectification scheme determine insertion short steel pipes direction so that pass through guide housing limit pushing plate catch bar
Pushing direction and corresponding definite nozzle mechanism installation site, and the installation site of definite down tube mechanism and be positioned over peace
The quantity of short steel pipes in dress；
S3：Several laser emitters are installed on the side wall of building, and do not settle on road surface side installation respectively with it is some
The corresponding laser pickoff of a laser emitter, difference in height between laser emitter and laser pickoff by（1）Rectification side
Case determines；
（4）Punching is force-landed, and installs jet water spout in the outermost end of the short steel pipes in deep-well, the water flowing into jet water spout, water is from saturating
Overflowed in water hole and drain into the soil of Mixed building bottom in deep-well；
（5）Deep-well blowdown, deep-well is discharged by the mud in deep-well, and is sent out by the way that whether laser pickoff receives laser emitter
The laser penetrated control bath in-pipe flow keying.
Through the above technical solutions, surveyed by the tilt quantity to building, inclined raw because of indices such as, soil regimes
After draft correction scheme, deep-well positioning is carried out according to correction scheme and building surrounding enviroment, passes through air pump and controls air bag
Inflation/deflation is promoted to be connected to the pushing plate of air bag in the soil body of short steel pipes insertion building bottom, and passes through nozzle mechanism
Realize the threaded connection between adjacent two short steel pipes, and the automatic continuous pipe of short steel pipes is realized by down tube mechanism, by short steel pipes
It is pushed into ground and to being fixedly connected between adjacent short steel pipes, and jet water spout is connected to short after the soil body is inserted into one by one
The end of steel pipe, by jet water spout to continuing water in short steel pipes, water is overflowed from short steel pipes side wall, then from short steel pipes and the seam of soil layer
It is flow between gap in deep-well, the sewage in deep-well is then discharged into deep-well, preventing influences correction when the sewage in deep-well is excessive sets
Standby work, and the keying for the Continuity signal control bath in-pipe flow for passing through laser pickoff can be achieved to rectifying of leaned building amount
Control, by the cooperation of Ding Shen mechanisms, nozzle mechanism and down tube mechanism, mention and manually taking over one by one, shorten the construction time, carry
High workload efficiency.
In conclusion the invention has the advantages that：
Ground of the short steel pipes edge away from mounting bracket direction insertion building bottom of several different angles of mechanism urges is stretched by top
In base, the automatic down tube of short steel pipes is realized by down tube mechanism, and adjacent short steel pipes are fixed by nozzle mechanism, from
And realize the purpose for improving work efficiency.
Brief description of the drawings
Fig. 1 is the schematic cross-sectional view of embodiment one；
Fig. 2 is the partial schematic diagram of embodiment one, mainly shows the structure of mounting bracket and pushing component；
Fig. 3 is the structure diagram of embodiment one, mainly shows the structure of nozzle mechanism；
Fig. 4 is the partial schematic diagram of embodiment one, mainly shows the structure of short steel pipes；
Fig. 5 is the partial schematic diagram of embodiment one, mainly shows the relation between limit assembly and rotate gear；
Fig. 6 is the enlarged drawing in A portions in Fig. 5；
Fig. 7 is the schematic cross-sectional view of embodiment one, mainly shows the structure of down tube mechanism；
Fig. 8 is the partial schematic diagram of embodiment one, mainly shows the structure of jet water spout；
Fig. 9 is the structure diagram of embodiment one, mainly shows the position relationship and scale and measuring platform of measuring platform and deep-well
Connection relation；
Figure 10 is the structure diagram of embodiment one, mainly shows the position of laser emitter and warning light；
Figure 11 is the structure diagram of three Zhong Dingshen mechanisms of embodiment；
Figure 12 is the partial sectional view of mounting post in embodiment three, mainly shows the shape of loose slot and the structure of adjustable shelf.
Reference numeral：1st, deep-well；2nd, mounting bracket；3rd, air bag；4th, nozzle mechanism；5th, down tube mechanism；6th, pushing component；7th, it is short
Steel pipe；8th, jet water spout；9th, slush pump；10th, measuring platform；11st, scale；12nd, laser emitter；13rd, warning light；14th, laser pick-off
Device；15th, Ding Shen mechanisms；16th, testing agency；21st, top plate；22nd, bottom plate；23rd, side plate；24th, connection leg；25th, rack；26th, gas
Pump；29th, guide housing；31st, mounting post；32nd, jack；33rd, adjustable shelf；34th, loose slot；41st, waist type groove；42nd, bearing plate；43、
Rotate gear；44th, drive gear；45th, connecting plate；46th, motor；47th, limit assembly；51st, cover；52nd, feed opening；53rd, material stock
Frame；54th, the first slide；55th, the second slide；56th, electric control lock；61st, pushing plate；62nd, resetting spring；63rd, the first guide groove；64、
Catch bar；65th, through hole；66th, position-arresting disk；67th, return spring；71st, limiting slot；72nd, permeable hole；73rd, inclined-plane one；74th, inclined-plane two；
81st, water inlet connecting tube；211st, the first arc groove；212nd, the first gag lever post；221st, the second arc groove；222nd, the second gag lever post；
251st, support plate；252nd, the second guide groove；253rd, passage；311st, the first cylinder；312nd, the second cylinder；313rd, the first card slot；
314th, the second card slot；331st, movable block；332nd, arc panel；333rd, square plate；471st, cross recess；472nd, limited block；473rd, promote
Spring；474th, inclined-plane three.
Embodiment
It is described in further detail below in conjunction with attached drawing and by embodiment to the present invention.
Embodiment one：
A kind of building forced falling rectifying deviation equipment, as shown in Figure 1, including excavating in several deep-wells 1 of the higher side of building,
Several short steel pipes 7 are inserted into the soil body of building bottom in deep-well 1, by washing by water into short steel pipes 7 by building bottom
The soil body go out so as to fulfill building forced landing purpose.
Mounting bracket 2 is installed in deep-well 1, Ding Shen mechanisms 15 are installed in mounting bracket 2, Ding Shen mechanisms 15 are used for into the soil body
Short steel pipes 7 are promoted, and nozzle mechanism 4 and down tube mechanism 5 are installed on mounting bracket 2, nozzle mechanism 4 is used to connect adjacent short steel
Pipe 7, down tube mechanism 5 is so that previous short steel pipes 7 realize that the automatic of short steel pipes 7 continues to so that equipment company after be inserted into the soil body
Continuous work.
Building excavates 1 side of deep-well and is provided with testing agency 16, and testing agency 16 is used for the forced-landing tilt correcting to building
Highly it is monitored and is prompted when settlement of building reaches predetermined value.
1 bottom of deep-well is provided with slush pump 9, and the sewage in deep-well 1 is discharged deep-well 1 by slush pump 9, for preventing from working as deep-well
The operation of forced falling rectifying deviation equipment is damaged when sewage in 1 is more.
As shown in Fig. 2, mounting bracket 2 includes top plate 21, bottom plate 22 and the side plate for being fixedly connected on top plate 21 and bottom plate 22
23, the horizontal cross-section of side plate 23 is set in semi-circular, several connections for being connected to 1 inner wall of deep-well are fixedly connected with side plate 23
Leg 24, end of the connection leg 24 away from mounting bracket 2 is by bolt on the side wall of deep-well 1.
Ding Shen mechanisms 15 include the air bag 3 being installed in mounting bracket 2, are fixedly connected with rack 25 on bottom plate 22, place
Air pump 26 is installed, the gas outlet of air pump 26 is communicated by snorkel with air bag 3, and air pump 26 is used to carry out air bag 3 on frame 25
Inflation/deflation controls, and slidably connects pushing component 6 on mounting bracket 2, when air bag 3 is inflated, is connected to pushing component 6, promotion group
Short steel pipes 7 are upwardly into the soil body of building bottom by part 6 towards the side away from mounting bracket 2.
Pushing component 6 includes being slidably connected to the pushing plate 61 of mounting bracket 2 and is pushed away through pushing plate 61 and being slidably connected to
The catch bar 64 of movable plate 61, the diameter of catch bar 64 are identical with the outside diameter of short steel pipes 7.
Pushing plate 61 is connected to the side wall of top plate 21 and bottom plate 22, and through hole 65 is offered on the side wall of pushing plate 61, promotes
Bar 64 is arranged in through hole 65, and the side wall that the circumferential side wall of catch bar 64 is connected to through hole 65 can simultaneously slide in through hole 65, push away
Lever 64 is fixedly connected with position-arresting disk 66 close to the side of air bag 3, and pushing plate 61 offers multiple on the side wall of mounting bracket 2
Container（Not shown in figure）, return spring 67 is installed, return spring 67 is fixedly connected on position-arresting disk 66 and pushes away in container
Between movable plate 61.
Top plate 21 and bottom plate 22 offer the first arc groove 211 and the second arc groove respectively on the side away from side plate 23
221, several first gag lever posts 212 and second limit is slidably connected respectively in the first arc groove 211 and in the second arc groove 221
Position bar 222, pushing plate 61 are fixedly connected on the first gag lever post 212 above the side wall of mounting bracket 2, and pushing plate 61 is close to peace
Shelve and the second gag lever post 222 is fixedly connected on below 2 side wall, several guide housings 29 of grafting in the first arc groove 211, often
Being abutted on the two side of piece first gag lever post 212 or the second gag lever post 222 has guide housing 29, guide housing 29 and mounting bracket 2
It is fixedly connected, bolt-through guide housing 29 runs through top plate 21 or bottom plate 22 at the same time, is carried out so as to fulfill guide housing 29 and mounting bracket 2
Fixed purpose, can be achieved anti-by two guide housings 29 for being connected to 222 both sides of the first gag lever post 212 or the second gag lever post
Only first gag lever post 212 or the second gag lever post 222 are limited to the first gag lever post 212 along the circumferentially displaced limitation of top plate 21
Or second gag lever post 222 moved along in 21 particular radial of top plate, and then realize limitation to 61 pushing direction of pushing plate
Purpose.
Pushing plate 61 offers the first guide groove 63 on the side wall away from mounting bracket 2, the first guide groove 63 runs through pushing plate
61 upper surface, the first guide groove 63 be used for vertically slided for short steel pipes 7, end face of the catch bar 64 away from air bag 3 and
The cell wall of first guide groove 63 is concordant, when short steel pipes 7 are connected to the bottommost of the first guide groove 63, the center of catch bar 64 with
The center of short steel pipes 7 corresponds to.
When air pump 26 inflates air bag 3, air bag 3 is connected to catch bar 64, and catch bar 64 promotes short steel pipes 7, when spacing
When disk 66 is connected to pushing plate 61, return spring 67 is compressed, and is placed in container, and air bag 3 is connected to pushing plate 61, works as gas
When continuing inflation in capsule 3, air bag 3 promotes pushing plate 61 and catch bar 64 to continue to press on short steel pipes 7.
As shown in figure 3, being bolted to connection several support plates 251 on rack 25, support plate 251 is with placing
The fixing point of frame 25 can change according to the change of the fixing point of bolt, and support plate 251 is connected to 1 inner wall of deep-well, support
Plate 251 offers the second guide groove 252 on the side wall of 2 side of mounting bracket, and the second guide groove 252 is vertically set,
And second guide groove 252 run through the upper surface of support plate 251, the second guide groove 252 is oppositely arranged with the first guide groove 63, short steel
The both ends of pipe 7 are respectively arranged in the first guide groove 63 and are oriented in the second guide groove 252 and along the first guide groove 63 and second
252 direction of groove falls.
Nozzle mechanism 4 includes being opened in waist type groove 41 of the support plate 251 close to 2 side of mounting bracket, waist type groove 41 and second
Guide groove 252 communicates, and bearing plate 42 is fixedly connected with support plate 251, is rotatablely connected on the cell wall of waist type groove 41 by bearing
There is rotate gear 43（See Fig. 5）, drive is rotatably connected to by bearing on the cell wall of the waist type groove 41 of the lower section of rotate gear 43
Moving gear 44, drive gear 44 are engaged in rotate gear 43, connecting plate 45, connecting plate are fixedly connected with the side wall of waist type groove 41
45 are covered on drive gear 44, and motor 46 is provided with connecting plate 45, and the output shaft of motor 46 is arranged in fixation after connecting plate 45
It is connected to drive gear 44.
As shown in figure 4, limiting slot 71 is offered on the circumferential side wall of short steel pipes 7, long axis of the limiting slot 71 along short steel pipes 7
Direction is set, and the cell wall at the both ends of limiting slot 71 is symmetrically arranged inclined-plane 1 and inclined-plane 2 74.
Several permeable holes 72 are offered on the circumferential side wall of short steel pipes 7, after short steel pipes 7 connect into conduit, to conduit
After interior plus water, water is overflowed from permeable hole 72, and water carries soil and drained into along the installation direction of conduit in deep-well 1.
As shown in figure 5, being provided with limit assembly 47 in rotate gear 43, limit assembly 47 coordinates so as to real with limiting slot 71
Existing short steel pipes 7 and the purpose opposing stationary in circumferential movement of rotate gear 43.
As shown in figure 5, when the circumferential side wall at the both ends of short steel pipes 7 be connected to respectively the first guide groove 63 bottom cell wall and
When on bearing plate 42, the center of short steel pipes 7 is corresponding with the center of rotate gear 43, and is offered in support plate 251 for short steel pipes 7
The passage 253 passed through, passage 253 run through rotate gear 43 at the same time.
As shown in fig. 6, limit assembly 47 includes being opened in cross recess 471 on 43 inner wall of rotate gear, in cross recess 471
Limited block 472 is slidably connected, the bottom surface of limited block 472 is inclined-plane 3 474, when limited block 472 is embedded in limiting slot 71,
On circumferencial direction, short steel pipes 7 are inactive state, the end of limited block 472 and the cell wall of cross recess 471 relative to rotate gear 43
Between be fixedly connected with push the spring 473.
When short steel pipes 7 are fallen on bearing plate 42, air pump 26 inflates air bag 3, and it is short that air bag 3 promotes pushing plate 61 to promote
Steel pipe 7 is moved towards away from 2 direction of mounting bracket, meanwhile, motor 46 drives drive gear 44 to rotate, and sliding tooth is engaged in so as to drive
The rotate gear 43 of wheel 44 rotates, and the bottom surface due to limited block 472 is is obliquely installed, so when limited block 472 is connected to short steel
During the circumferential side wall of pipe 7, limited block 472 extrudes push the spring 473 towards moving in cross recess 471, when limited block 472 is connected to limit
After the groove 71 of position, the side wall of limited block 472 is connected to the side wall of limiting slot 71, due to the side wall and limiting slot 71 of limited block 472
Side wall is all vertically arranged, then when limited block 472 is circumferentially rotated with rotate gear 43, short steel pipes 7 are same with limited block 472
Step rotates, but due to when short steel pipes 7 are circumferentially rotating air bag 3 be constantly inflated, therefore when limited block 472 is de- from inclined-plane 2 74
The threaded connection of adjacent two short steel pipes 7 is completed during from limiting slot 71.
As shown in fig. 7, down tube mechanism 5 includes being covered on the capping 51 of 1 openend of deep-well, feed opening is offered in capping 51
52,52 arc-shaped setting of feed opening, has been bolted to connection several material stock framves 53, material stock frame on the side wall of feed opening 52
53 quantity is identical with the quantity of pushing plate 61, several short steel pipes 7 are placed with material stock frame 53.
The both ends of the bottom of material stock frame 53 have been respectively fixedly connected with the first slide 54 and the second slide 55,54 He of the first slide
Second slide 55 is communicated with material stock frame 53, and the first slide 54 is located at the top of the first guide groove 63, and the second slide 55 is positioned at the
The top of two guide grooves 252, the both ends of material stock frame 53 are separately installed with electric control lock 56, the lock tongue insertion short steel pipes 7 of electric control lock 56
Inside when, short steel pipes 7 are fixed；When the lock tongue of electric control lock 56 is withdrawn, short steel pipes 7 can be along the first slide 54 and the second slide
55 fall.
Jet water spout 8 is topmost placed on material stock frame 53, as shown in figure 8, one end closing of jet water spout 8, and the length of jet water spout 8
Degree is identical with the length of short steel pipes 7, is fixedly connected with 8 side wall of jet water spout into water connecting tube 81, is connected in connecting tube 81 of intaking
Water supply hose（Not shown in figure）, the end connection high-pressure hydraulic pump of water supply hose（Not shown in figure）.
When being dropped down onto under connecting tube 81 of intaking on pushing plate 61 and bearing plate 42, air bag 3 promotes pushing plate 61 so that water inlet
Connecting tube 81 is pushed against in short steel pipes 7, and makes to be fixed on current location into water connecting tube 81, to water flowing in water inlet connecting tube 81, is made
Obtain water flowing in conduit.
As shown in Figure 9 and Figure 10, testing agency 16 includes being arranged at not the settling on road surface away from building side of deep-well 1
Several measuring platforms 10, measuring platform 10 formed by concreting, and scale 11, scale 11 are fixedly connected with measuring platform 10
Vertically set, and laser pickoff 14 is installed on each scale 11.
Several laser emitters 12 are installed, and the top of laser emitter 12 is provided with warning light on building side wall
13, each laser emitter 12 corresponds to a laser pickoff 14, and the installation site of corresponding laser pickoff 14 is with swashing
The difference in height of the installation site of optical transmitting set 12 is settling amount, when laser pickoff 14 receives corresponding laser emitter 12
During the laser of transmitting, warning light 13 lights.
Embodiment two：
A kind of building forced falling rectifying deviation method, using the building forced falling rectifying deviation equipment described in embodiment one, building forced landing is entangled
Inclined step includes：
S1：Scheme Choice, by survey building inclination situation and inclined raw because, determine correction scheme, wherein, survey item bag
It is high to include top horizontal displacement value SHl before rectifying of leaned building, correction direction building width b, the building counted from grade
Hg is spent, the calculation formula of forced landing amount Sv is：Sv=（SHl-SH）b/Hg；
S2：Open caisson, according to the amount of fetching earth of S1 each appointed place set deep-well 1, and by below building to open caisson position
The soil texture of region is put come the depth of deep-well 1 needed for determining；
S3：Installation rectifying of leaned building equipment, forced landing of fetching earth is carried out to building bottom in deep-well 1；
Wherein：
S1：Mounting bracket 2 is fixedly connected on the side wall of deep-well 1, and the setting height(from bottom) of mounting bracket 2 by（1）In rectification scheme
Determine, installation Ding Shen mechanisms 15, air bag 3 and air pump 26 are respectively arranged in mounting bracket 2 and bottom, meanwhile, 1 bottom of deep-well peace
Fill slush pump 9；
S2：According to（1）In rectification scheme determine insertion short steel pipes 7 direction so that pass through guide housing 29 limit pushing plate 61
Pushing direction and corresponding definite nozzle mechanism 4 installation site, and the installation site of definite down tube mechanism 5 and be positioned over
The quantity of short steel pipes 7 in installation；
S3：Several laser emitters 12 are installed on the side wall of building, and if do not settled on road surface side installation respectively with
The dry corresponding laser pickoff 14 of laser emitter 12, difference in height between laser emitter 12 and laser pickoff 14 by
（1）Rectification scheme determine；
（4）Several measuring platforms 10, and the certain height on 10 nonadjustable signal 11 of measuring platform, scale 11 are poured at the place of sedimentation
Place's installation laser pickoff 14, installs several laser emitters 12, laser emitter 12 and laser on the side wall of building
The quantity of receiver 14 is identical and position corresponds, and thinks between corresponding laser emitter 12 and laser pickoff 14 vertical
Difference in height on direction is settling amount；
（5）While the sewerage into deep-well 1, sewage is discharged by deep-well 1 by slush pump 9.
Forced falling rectifying deviation equipment is controlled except the outer overall operation of installation by automatic control system, such as PLC can be used to control, and is led to
Cross the time interval of automatic control system control 26 inflation/deflation of air pump, the opening and closing time control of motor 46 and electric control lock 56
Opening and closing time controls, according to actually the difference for the amount of fetching earth, change set the parameters such as the inflation/deflation number of air pump 26 in each engineering
Setting.
Embodiment three：
The difference between this embodiment and the first embodiment lies in Ding Shen mechanisms 15, as is illustrated by figs. 11 and 12, by Ding Shen mechanisms 15
Air bag 3 and air pump 26 replace with mounting post 31 and several jack 32.
Mounting post 31 is installed in mounting bracket 2, and mounting post 31 includes being fixedly connected on the first cylinder 311 of top plate 21 and consolidates
Surely it is connected to the second cylinder 312 of bottom plate 22.
The first card slot 313 is offered in the bottom sidewall of first cylinder 311, is opened up in the top sidewall of the second cylinder 312
There is the second card slot 314, the first card slot 313 and the second card slot 314 may be contained within the circumferential side wall away from side plate 23, and the first card
313 and second card slot of groove, 314 corresponding setting forms loose slot 34, and loose slot 34 is " T " shape, is slidably connected in loose slot 34
Several adjustable shelfs 33, adjustable shelf 33 are used to install jack 32.
Adjustable shelf 33 includes the movable block 331 being embedded in loose slot 34, is fixedly connected with movable block 331 and is connected to peace
The arc panel 332 of 31 side wall of column is filled, arc panel 332 is fixedly connected with square plate 333, square plate on the side wall away from mounting post 31
333 with arc panel 332 in being wholely set, jack 32 is installed on square plate 333, and the piston rod of jack 32 is connected to limit
On the disk 66 of position.
This specific embodiment is only explanation of the invention, it is not limitation of the present invention, people in the art
Member as needed can make the present embodiment the modification of no creative contribution after this specification is read, but as long as at this
All protected in the right of invention be subject to Patent Law.
Claims (10)
1. a kind of building forced falling rectifying deviation equipment, including excavate the deep-well (1) in building side, some be inserted in building
The side wall of bottom offers the short steel pipes (7) of permeable hole (72) and is installed on the slush pump that deep-well (1) bottom is used for sewerage
(9), it is characterised in that：Mounting bracket (2) is installed in the deep-well (1), is provided with and is used for building in the mounting bracket (2)
Thing bottom promotes the Ding Shen mechanisms (15) of short steel pipes (7), and mounting bracket (2) side is provided with several and is used for multiple short steel
The nozzle mechanism (4) of (7) head and the tail connection is managed, several are installed on mounting bracket (2) and is used to store short steel pipes (7) and interval
The down tube mechanism (5) of short steel pipes (7) is discharged, and the testing agency for detecting building inclination rectification height is installed on building
(16)。
A kind of 2. building forced falling rectifying deviation equipment according to claim 1, it is characterised in that：Ding Shen mechanisms (15) bag
The air bag (3) being installed in mounting bracket (2) is included, the gas for carrying out inflation/deflation to air bag (3) is installed on the mounting bracket (2)
Pump (26), several are slidably connected on the mounting bracket (2) and is connected to air bag (3) and the promotion for promoting short steel pipes (7)
Component (6).
A kind of 3. building forced falling rectifying deviation equipment according to claim 2, it is characterised in that：Pushing component (6) bag
The pushing plate (61) for being slidably connected to mounting bracket (2) and the catch bar (64) for being slidably connected to pushing plate (61) are included, it is described to push away
The first gag lever post (212) and the second gag lever post (222) are fixedly connected with movable plate (61), is opened up respectively on the mounting bracket (2)
Have for the first gag lever post (212) and the second gag lever post (222) mobile the first arc groove (211) and the second arc groove (221),
Second in the both sides and second arc groove (221) of the first gag lever post (212) in first arc groove (211) is spacing
The both sides of bar (222) are plugged with for limiting the first gag lever post (212) and the second gag lever post (222) is being moved radially while sent out
The raw guide housing (29) circumferentially rotated.
A kind of 4. building forced falling rectifying deviation equipment according to claim 3, it is characterised in that：The pushing plate (61) is located at
The lower section of down tube mechanism (5), and offer on side wall of the pushing plate (61) away from mounting bracket (2) and slided for short steel pipes (7)
The first guide groove (63), the end face of the catch bar (64) is concordant with the cell wall bottom of the first guide groove (63).
A kind of 5. building forced falling rectifying deviation equipment according to claim 4, it is characterised in that：The circle of the short steel pipes (7)
Limiting slot (71) is offered along its long axis direction, the nozzle mechanism (4) includes being sheathed on short steel pipes (7) outside on all side walls
Rotate gear (43), the drive gear (44) for being engaged in rotate gear (43) and for drive drive gear (44) rotate
Motor (46), be provided with the rotate gear (43) coordinate with limiting slot (71) be used to driving short steel pipes (7) to rotate it is spacing
Component (47).
A kind of 6. building forced falling rectifying deviation equipment according to claim 5, it is characterised in that：Connect on the mounting bracket (2)
It is connected to several support plates (251) corresponding with pushing plate (61) respectively, the rotate gear (43) and the drive gear
(44) support plate (251) is rotationally connected with respectively, and the support plate (251) offers on the side wall of supporting rack and led with first
To groove (63) to applied to the second guide groove (252) slided for short steel pipes (7).
A kind of 7. building forced falling rectifying deviation equipment according to claim 5, it is characterised in that：Limit assembly (47) bag
The cross recess (471) being opened on rotate gear (43) inner wall is included, limited block is slidably connected in the cross recess (471)
(472), limited block (472) bottom surface is inclined-plane, fixed between the limited block (472) and the cell wall of cross recess (471) to connect
It is connected to push the spring (473).
A kind of 8. building forced falling rectifying deviation equipment according to claim 1, it is characterised in that：Down tube mechanism (5) bag
Include the material stock frame (53) being connected on mounting bracket (2), the both ends of material stock frame (53) bottom are separately installed with short for controlling
The electric control lock (56) of steel pipe (7) release time interval.
A kind of 9. building forced falling rectifying deviation equipment according to claim 1, it is characterised in that：Testing agency (16) bag
Several laser emitters (12) for being used to launch laser being installed on building are included, are provided with the ground not settled some
It is a to be used to receive the laser pickoff (14) of laser, warning light (13) is coupled with the laser pickoff (14), when laser connects
When receipts device (14) receives the laser of laser emitter (12) transmitting, warning light (13) lights.
A kind of 10. method for correcting error according to any building forced falling rectifying deviation equipment of claim 1-9, it is characterised in that：
Including
（1）Scheme Choice, survey building inclination conditions and inclined raw because determining rectification scheme；
（2）Open caisson, the deep-well (1) (1) of certain depth and diameter is set in each formulation place；
（3）Equipment is installed, and the building forced falling rectifying deviation that installation is used to rectify a deviation to building in each deep-well (1) (1) is set
It is standby, and adjust the pushing direction of pushing plate (61) (6)；
Wherein：
S1：Mounting bracket (2) is fixedly connected on the side wall of deep-well (1), and the setting height(from bottom) of mounting bracket (2) by（1）In entangle
Scheme of inclining determines, installation Ding Shen mechanisms (15), and air bag (3) and air pump (26) be respectively arranged in mounting bracket (2) is interior and bottom, together
When, deep-well (1) bottom installation slush pump (9)；
S2：According to（1）In rectification scheme determine insertion short steel pipes (7) direction so that pass through guide housing (29) limit promote
The installation site of the pushing direction of plate (61) catch bar (64) and corresponding definite nozzle mechanism (4), and definite down tube mechanism
(5) installation site and the quantity for the short steel pipes (7) being positioned in installation；
S3：Several laser emitters (12) are installed on the side wall of building, and do not settle on road surface side installation respectively with
The corresponding laser pickoff (14) of several laser emitters (12), between laser emitter (12) and laser pickoff (14)
Difference in height by（1）Rectification scheme determine；
（4）Punching is force-landed, interior to jet water spout (8) in the outermost end installation jet water spout (8) of the short steel pipes (7) in deep-well (1)
Water flowing, water overflow from permeable hole (72) and drain into the soil of Mixed building bottom in deep-well (1)；
（5）Whether deep-well (1) blowdown, by the mud discharge deep-well (1) in deep-well (1), and received by laser pickoff (14)
The keying of jet water spout (8) interior current is controlled to the laser of laser emitter (12) transmitting.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711181924.6A CN107964991B (en) | 2017-11-23 | 2017-11-23 | Building forced landing deviation correcting equipment and method using equipment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711181924.6A CN107964991B (en) | 2017-11-23 | 2017-11-23 | Building forced landing deviation correcting equipment and method using equipment |
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| CN107964991A true CN107964991A (en) | 2018-04-27 |
| CN107964991B CN107964991B (en) | 2019-12-24 |
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| CN201711181924.6A Active CN107964991B (en) | 2017-11-23 | 2017-11-23 | Building forced landing deviation correcting equipment and method using equipment |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881722A (en) * | 2019-03-20 | 2019-06-14 | 上海华铸地基技术有限公司 | It is a kind of to utilize Large-diameter Steel open caisson deviation rectification construction method |
| CN114855897A (en) * | 2022-04-29 | 2022-08-05 | 江苏鸿基节能新技术股份有限公司 | Limiting forced landing and inclination correcting method for building |
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| CN1099084A (en) * | 1994-06-03 | 1995-02-22 | 唐业清 | Correcting method and special apparatus for inclined building |
| CN2632156Y (en) * | 2003-06-30 | 2004-08-11 | 唐业清 | Incline-correcting apparatus by radials |
| WO2007129693A1 (en) * | 2006-05-09 | 2007-11-15 | Asahi Techno Corp. | Soil improvement method |
| JP2012202047A (en) * | 2011-03-24 | 2012-10-22 | Inoac Tokuzai Kk | Underfloor repair method |
| CN107299650A (en) * | 2017-07-12 | 2017-10-27 | 杭州圣基建筑特种工程有限公司 | A kind of remote open caisson casting method for correcting error |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1099084A (en) * | 1994-06-03 | 1995-02-22 | 唐业清 | Correcting method and special apparatus for inclined building |
| CN2632156Y (en) * | 2003-06-30 | 2004-08-11 | 唐业清 | Incline-correcting apparatus by radials |
| WO2007129693A1 (en) * | 2006-05-09 | 2007-11-15 | Asahi Techno Corp. | Soil improvement method |
| JP2012202047A (en) * | 2011-03-24 | 2012-10-22 | Inoac Tokuzai Kk | Underfloor repair method |
| CN107299650A (en) * | 2017-07-12 | 2017-10-27 | 杭州圣基建筑特种工程有限公司 | A kind of remote open caisson casting method for correcting error |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109881722A (en) * | 2019-03-20 | 2019-06-14 | 上海华铸地基技术有限公司 | It is a kind of to utilize Large-diameter Steel open caisson deviation rectification construction method |
| CN114855897A (en) * | 2022-04-29 | 2022-08-05 | 江苏鸿基节能新技术股份有限公司 | Limiting forced landing and inclination correcting method for building |
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| CN107964991B (en) | 2019-12-24 |
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