CN109707175A - The high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column and construction method - Google Patents
The high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column and construction method Download PDFInfo
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- CN109707175A CN109707175A CN201811621905.5A CN201811621905A CN109707175A CN 109707175 A CN109707175 A CN 109707175A CN 201811621905 A CN201811621905 A CN 201811621905A CN 109707175 A CN109707175 A CN 109707175A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
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- Conveying And Assembling Of Building Elements In Situ (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The present invention relates to a kind of automatic positioning verticality-regulating system and its construction methods.It includes bracket, automatic positioning clamping device, the first detection device, adjustment device and control device；Bracket includes first platform with first through hole and the second platform with the second through-hole；Automatic positioning clamping device is located on the first platform, and automatic positioning clamping device is used to clamp one end of the close stake holes of overlength steel column；The plumbness information of first detection device detection overlength steel column；Adjustment device is used to adjust the position of one end far from the first platform of overlength steel column；Control device is connect with the first detection device and adjustment device；Plumbness information is sent to control device, control device control adjustment device movement by the first detection device, and then is adjusted device and driven one end far from the first platform of overlength steel column along the plane motion where the second platform.Above-mentioned automatic positioning verticality-regulating system and construction method can be improved the position of overlength steel column, the control precision of axis location and verticality.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of inverse method one-column one-pile overlength steel column high-precision
Automatic positioning verticality-regulating system and construction method.
Background technique
Contrary sequence method is and to take underground structure from top to bottom using major project underground structure as foundation pit supporting construction
Construction method.It is Replacing engineering structural column during reverse construction that branch organ timbering is built in deep foundation top-down method construction process
A kind of temporary structure rod piece is mainly used for the main structure system for supporting top to complete self weight and construction loads effect.Underground
After structure construction is completed, the general interior filling concrete of steel pipe support column, as basement structure column.Therefore, branch organ timbering (i.e. overlength steel
Column) axis location and verticality must be strictly controlled precision, to meet design requirement, otherwise, it is curved to will increase adding for pillar
Square causes the stress deviation of structure, and so as to cause structure destruction, steel column hangs down in the construction of underground engineering inverse method one-column one-pile
Straight degree control is the general character problem of industry, and wherein the High Precision Automatic positioning and plumbing system research and development of Underground Extra-long steel column is engineering
The important topic and problem of technical staff.
Summary of the invention
Based on this, it is necessary to for how improving the position of overlength steel column, the control precision of axis location and verticality
Problem provides a kind of high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column and construction method.
A kind of high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column, for overlength steel column high precision positioning and
Vertical precision adjustment, comprising:
Bracket, the bracket include the first platform and the second platform, and second platform is located on first platform, and
First platform and second platform parallel setting；First platform has first through hole, and second platform has
Second through-hole, the first through hole and second through-hole are for wearing the overlength steel column；
It is automatically positioned clamping device, the automatic positioning clamping device is located on first platform, the automatic positioning
Clamping device is used to clamp one end of the close stake holes of the overlength steel column；
First detection device, first detection device is for being located at the overlength steel column, first detection device
For detecting the plumbness information of the overlength steel column；
Device is adjusted, the adjustment device is located on second platform, and the adjustment device is for adjusting the overlength
The position of one end far from first platform of steel column；And
Control device, the control device are connect with first detection device, and the control device and the adjustment
Device connection；The plumbness information is sent to the control device, the control device root by first detection device
The adjustment device movement is controlled according to the plumbness information, and then the adjustment device drives the separate of the overlength steel column
One end of first platform is along the plane motion where second platform.
Above-mentioned automatic positioning verticality-regulating system, bracket include the first platform and the second platform, and the second platform is located at the first platform
On, the first platform and the second platform parallel setting, the first platform have first through hole, the second platform have the second through-hole, first
Through-hole and the second through-hole are located on the first platform for wearing overlength steel column, automatic positioning clamping device, and automatic positioning clamps dress
One end of the close stake holes for clamping overlength steel column is set, so that overlength steel column be blocked, prevents overlength steel column from deviateing centre bit
It sets, the first detection device is used to detect the plumbness information of overlength steel column for being located at overlength steel column, the first detection device,
Adjustment device is located on the second platform, and adjustment device is used to adjust the position of one end far from the first platform of overlength steel column, control
Device processed is connect with the first detection device and adjustment device respectively, and plumbness information is sent to control dress by the first detection device
It sets, control device controls adjustment device according to the plumbness information and moves, and then adjusts device and drive the separate of overlength steel column
One end of first platform is along the plane motion where the second platform, due to by being automatically positioned clamping device by overlength steel
Column line is constrained and is positioned, so that overlength steel column can carry out verticality adjustment around clamped position, guarantees hanging down for overlength steel column
Straight degree, and then improve the axis location of overlength steel column and the control precision of verticality.
It in one of the embodiments, further include locking member, the locking member is located on second platform, described
Locking member is used for after the adjustment device adjusts the overlength steel column, locks the flat far from described first of the overlength steel column
One end of platform.
The locking member is bolt mandril in one of the embodiments, and the quantity of the locking member is four, four
A locking member is uniformly arranged around the overlength steel column.
The adjustment device includes the first driving part and adjustment component in one of the embodiments, and described first drives
Dynamic component is connect with the adjustment component, and first driving part drives the adjustment component movement, so that the adjustment section
Part is abutted with the overlength steel column, and then drives the overlength steel column along the plane motion where second platform.
The quantity of the adjustment component and first driving part is four in one of the embodiments, described the
One driving part and the adjustment component correspond.
It in one of the embodiments, further include leveling support, the second driving part and second detection device；The tune
Flat bearing is located at one end far from second platform of first platform；Second driving part and the control device
Connection, second driving part are connect with the leveling support；The second detection device is located on first platform, institute
It states second detection device to connect with the control device, the second detection device is for detecting the horizontal of first platform
State information；The level status information is sent to the control device by the second detection device, the control device according to
The level status information controls the second driving part movement, so that second driving part is able to drive the leveling
Support does the movement away from or towards first platform.
It in one of the embodiments, further include hold-down support, the hold-down support is located on first platform, described
Hold-down support is for fixing the bracket with ground.
The automatic positioning clamping device is slidably connected with first platform in one of the embodiments, it is described from
Dynamic positioning clamping device includes the first hold assembly, the second hold assembly and third driving part；First hold assembly
It is adapted with the third through-hole that second hold assembly is surrounded with the cross section of the overlength steel column；The third driving portion
Part is connect with first hold assembly and second hold assembly respectively, third driving part driving first folder
It holds component and the close or separate overlength steel column of second hold assembly moves.
A kind of construction method of the high-precision automatic positioning verticality-regulating system of above-mentioned contrary sequence method overlength steel column, including following step
It is rapid:
Overlength steel column is put into stake holes, and bracket is placed on position corresponding to the overlength steel column, the overlength steel
Column passes through first through hole and the second through-hole；
By being automatically positioned clamping device, one end of the close stake holes of the overlength steel column is clamped；
By the first detection device, the plumbness information of the overlength steel column is detected, and by the plumbness information
It is sent to control device；
According to the plumbness information, the control device control adjustment device movement, the adjustment device drives institute
State the end motion far from the bracket of overlength steel column.
The construction method of above-mentioned automatic positioning verticality-regulating system, can be improved the axis location of overlength steel column and the control of verticality
Precision processed.
Overlength steel column is put into stake holes described in one of the embodiments, and bracket is placed on the overlength steel
After the step of position corresponding to column, the overlength steel column passes through first through hole and the second through-hole, described by automatically fixed
Position clamping device further comprises the steps of: the second inspection before the step of being clamped one end of the close stake holes of the overlength steel column
It surveys device and detects the level status information of the bracket, and the level status information is sent to the control device, it is described
Control device controls the movement of the second driving part according to the level status information, so that second driving part drives leveling
Support movement.
Detailed description of the invention
Fig. 1 is the right view of the high-precision automatic positioning verticality-regulating system of the contrary sequence method overlength steel column of an embodiment；
Fig. 2 is the front view of the high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column shown in Fig. 1；
Fig. 3 is the left view of the high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column shown in Fig. 1；
Fig. 4 is the bottom view of the high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column shown in Fig. 1；
Fig. 5 is the top view of the high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column shown in Fig. 1；
Fig. 6 is the structural schematic diagram of an embodiment of automatic positioning clamping device shown in Fig. 1.
Specific embodiment
To make the above purposes, features and advantages of the invention more obvious and understandable, with reference to the accompanying drawing to the present invention
Specific embodiment be described in detail.
As shown in Figure 1-Figure 3, the automatic positioning verticality-regulating system 100 of an embodiment includes bracket 110, automatic positioning clamping dress
Set the 120, first detection device, adjustment device 130 and control device.The automatic positioning verticality-regulating system 100 is used for underground engineering
The high accuracy positioning of the one pile for one column overlength steel column of reverse construction and the control of verticality.
Bracket 110 includes the first platform 111 and the second platform 112, and the second platform 112 is located on the first platform 111, and the
One platform 111 and the second platform 112 are arranged in parallel.In other words, the first platform 111 and the second platform 112 can be used as worker into
The operating platform frame of row operation.Bracket 110 further includes connecting component, passes through connection between the first platform 111 and the second platform 112
Component connects, to form fashioned iron framework.It should be noted that the bracket 110 is adjusted as 200 verticality of overlength steel column
Counter-force support frame, also can be used as the operating platform frame that worker is operated.In one embodiment, which is adopted
Material is steel.
As shown in figure 4, the first platform 111 has first through hole 1111.As shown in figure 5, the second platform 112 has second to lead to
Hole 1121.Wherein, 1121 concentric co-axial of first through hole 1111 and the second through-hole, first through hole 1111 and the second through-hole 1121 are used for
Wear overlength steel column 200.That is, overlength steel column 200 can pass through the side such as lifting when bracket 110 is placed on the ground
Formula passes through first through hole 1111 and the second through-hole 1121, so that overlength steel column 200 is placed into stake holes.It needs to illustrate
It is that the shape of first through hole 1111 and the second through-hole 1121 is adapted with the shape of overlength steel column 200.In the present embodiment,
The shape of one through-hole 1111 and the second through-hole 1121 is circular hole.
Checkered steel plate is completely spread on the second platform 112 in one of the embodiments, and is arranged around the second platform 112
Railing 1122.To reinforce working security.Further, ladder can be set between the first platform 111 and the second platform 112
1123, so that worker constructs in the first platform 111 and the second platform 112.It should be noted that ladder, railing etc. are adopted
Material can be steel.
Automatic positioning clamping device 120 is located on the first platform 111, and automatic positioning clamping device 120 is for clamping overlength
One end of the close stake holes of steel column 200.In other words, after overlength steel column 200 is placed into stake holes, it is automatically positioned clamping device
120 clamp one end of overlength steel column 200, so that overlength steel column be blocked, prevent overlength steel column from deviateing center, and to super
The center of long steel column is positioned.
First detection device (not shown) is for being located at overlength steel column 200, and the first detection device is for detecting overlength steel
The plumbness information of column 200.Specifically, the first detection device can be located at separate second platform 112 of overlength steel column 200
Whether one end, the first detection device detection overlength steel column 200 tilt, i.e., whether the center of circle of the cross section of overlength steel column 200 is super
On the central axis of long steel column 200.Adjustment device 130 is located on the second platform 112, as shown in Figure 1, adjustment device 130 is used for
Adjust the position of one end far from the first platform 111 of overlength steel column 200.In other words, adjustment device 130 drives overlength steel column
200 one end far from the first platform 111 carries out horizontal movement, so that the verticality of overlength steel column 200 is adjusted, so that overlength steel
Column 200 keeps plumbness.
Control device is connect with the first detection device and adjustment device 130 respectively.First detection device is by the vertical of acquisition
Status information is sent to control device, and control device receives the plumbness information, and is controlled and adjusted according to the plumbness information
Engagement positions 130 move, and then adjust device 130 and drive one end far from the first platform 111 of overlength steel column 200 flat along second
Plane motion where platform 112.It should be noted that control device can be PLC etc..
Above-mentioned automatic positioning verticality-regulating system 100, bracket 110 include the first platform 111 and the second platform 112, the second platform
112 are located on the first platform 111, and the first platform 111 and the second platform 112 are arranged in parallel, and the first platform 111 has first through hole
1111, the second platform 112 has the second through-hole 1121, first through hole 1111 and the second through-hole 1121 for wearing overlength steel column
200, automatic positioning clamping device 120 is located on the first platform 111, and automatic positioning clamping device 120 is for clamping overlength steel column
One end of 200 close stake holes prevents overlength steel column 200 from deviateing center, the first inspection so that overlength steel column 200 be blocked
It surveys device and is used to detect the plumbness information of overlength steel column 200 for being located at overlength steel column 200, the first detection device, adjust
Engagement positions 130 are located on the second platform 112, and adjustment device 130 is used to adjust separate first platform 111 of overlength steel column 200
The position of one end, control device are connect with the first detection device and adjustment device 130 respectively, and the first detection device is by plumbness
Information is sent to control device, and control device controls adjustment device 130 according to the plumbness information and moves, and then adjusts device
130 drive one end far from the first platform 111 of overlength steel column 200 along the plane motion where the second platform 112, due to logical
It crosses automatic positioning clamping device 120 to constrain 200 line of overlength steel column, so that overlength steel column 200 can be around clamped position 120
Verticality adjustment is carried out, guarantees the verticality of 200 column of overlength steel, and then improve 200 axis locations and verticality of overlength steel column
Control precision.I.e. by the automatic positioning verticality-regulating system 100, measurement can be refined in real time and regulates and controls overlength steel column 200
Verticality mentions high control precision.
As shown in Figure 1 and Figure 4, the automatic positioning verticality-regulating system 100 further includes locking member in one of the embodiments,
140, which is located on the second platform 112, and locking member 140 is used to adjust overlength steel column in adjustment device 130
After 200, one end far from the first platform 111 of the overlength steel column 200 is locked.Specifically, in control device according to plumbness
Information control adjustment device 130 moves, and then drives 200 horizontal movement of overlength steel column, so that overlength steel column 200 is in vertical configuration
After state, locking member 140 locks one end far from the first platform 111 of overlength steel column 200.I.e. locking member 140 locks overlength
The position close to the second platform 112 of steel column 200.It should be noted that locking member 140 can also be electrically connected with control device
It connects, the plumbness information of the first detection device real-time detection overlength steel column 200, when control device control adjustment device 130 will
200 vertical adjustment of overlength steel column in place after, plumbness information at this time is sent to control device by the first detection device, control dress
Control locking device is set to be moved, overlength steel column 200 is locked, and then avoids 200 sounding of overlength steel column shaking etc.,
So that the overlength steel column 200 keeps plumbness in the construction process.
Further, in one embodiment, locking member 140 is bolt mandril, and the quantity of the locking member 140 is four
A, four locking members 140 are uniformly arranged around overlength steel column 200.Specifically, when locking member 140 is bolt top
When bar, control device control adjustment device 130 by 200 vertical adjustment of overlength steel column in place after, bolt mandril is back-outed, thus bolt top
Bar is abutted with overlength steel column 200, and then locks overlength steel column 200.It should be noted that if overlength steel column 200 is square steel column,
Then four locking members 140 can be respectively provided at position corresponding to four corners of overlength steel column 200, super so as to abut
Four corners of long steel column.
Automatic positioning clamping device 120 is slidably connected with the first platform 111 in one of the embodiments,.This is automatically fixed
Position clamping device 120 includes the first hold assembly 121, the second hold assembly 122 and third driving part.First hold assembly
121 and second the third through-hole that is surrounded of hold assembly 122 be adapted with the cross section of overlength steel column, that is to say, that the first folder
Hold component 121 and when the second hold assembly 122 abuts against, the inside and the second folder of overlength steel column and the first hold assembly 121
The inside for holding component 122 abuts.Third driving part is connect with the first hold assembly 121 and the second hold assembly 122 respectively,
Third driving part drives the first hold assembly 121 and the close or separate overlength steel column 200 of the second hold assembly 122 to move.
In other words, third driving part drives the first hold assembly 121 and the second hold assembly 122 to make phase along the first platform 111
To or reverse motions.Specifically, when needing to place overlength steel column 200, third driving part drives the first hold assembly 121
Make reverse motions with the second hold assembly 122, so that the automatic positioning clamping device 100 is in the open state.When overlength steel column
After 200 are placed into site localization, third driving part drives the first hold assembly 121 and the second hold assembly 122 to transport in opposite directions
It is dynamic, overlength steel column 200 is clamped.It should be noted that third driving part can be connect with control device, control device control
The movement of third driving part, and then the first hold assembly 121 and the second hold assembly 122 is driven to slide along the first platform 111
Movement.
In other embodiments, as shown in fig. 6, the automatic positioning clamping device 220 includes the first clamping part 221a and the
The cavity that two clamping part 221b are surrounded is adapted with the shape of steel column.Slide assemblies include the first slide unit 222a and second
Slide unit 222b, the first slide unit 222a and the second slide unit 222b are arranged in parallel, the first clamping part 221a and second
Clamping part 221b is each provided between the first slide unit 222a and the second slide unit 222b, and the first clamping part 221a and second
Clamping part 221b can be slided along the first slide unit 222a and the second slide unit 222b, and driving assembly includes the first driving
Component 223a and the second driving part 223b, the first driving part 223a are located at sliding far from second for the first slide unit 222a
The side of component 222b, and the first driving part 223a is connect with the first clamping part 221a and the second clamping part 221b respectively, the
One driving part 223a drives the first clamping part 221a and the second clamping part 221b to slide along the first slide unit 222a, and second
Driving part 223b is located at the side far from the first slide unit 222a of the second slide unit 222b, and the second driving part
223b is connect with the first clamping part 221a and the second clamping part 221b respectively, and the second driving part 223b drives the first clamping part
221a and the second clamping part 221b are slided along the second slide unit 222b, so that after overlength steel column is placed into stake holes, first
Driving part 223a and the second driving part 223b driving the first clamping part 221a and the second clamping part 221b is along the first sliding
Component 222a and the second slide unit 222b are moved toward one another, and one end of the close stake holes of overlength steel column is clamped, thus
In the verticality adjustment process of overlength steel column, convenient for one end of the close stake holes of overlength steel column is carried out positioning clamping, in turn
Obligatory point is formed, the degree of regulation of overlength verticality of steel column is improved, in addition, the first driving part 223a and the second driving part
The center of 223b and the center of cavity are located along the same line, thus the first driving part 223a and the second driving part 223b
The first clamping part 221a and the second clamping part 221b are driven come when clamping steel column, so that overlength steel column automatic homing is into cavity
Automatic positioning is realized in position where the heart, that is, the design and construction center of overlength steel column.
In one of the embodiments, as shown in Figure 1, adjustment device 130 includes the first driving part and adjusts component, the
One driving part is connect with adjustment component, the first driving part driving adjustment component movement, so that adjustment component and overlength steel column
200 abut, and then drive overlength steel column 200 along the plane motion of the second platform 112, that is to say, that overlength steel column 200 makees water
Flat movement.Specifically, when the plumbness information of the first detection device real-time detection overlength steel column, and by the plumbness information
It is sent to control device, after control device receives the plumbness information, according to the first driving of plumbness information driving
Component movement, and then the first driving part drives adjustment component movement, so that adjustment component is abutted with overlength steel column 200, in turn
The end motion far from the first platform 111 of overlength steel column 200 is driven, until overlength steel column 200 is in vertical state.
Further, in one embodiment, the quantity for adjusting component and the first driving part is four, the first driving part
It is corresponded with adjustment component.In addition, four adjustment components can be arranged along the axial direction of overlength steel column 200, so as to more
The verticality of overlength steel column 200 is adjusted well, improves Adjustment precision.It should be noted that the quantity of adjustment component may be
Two, three etc., herein and without limitation.
The first driving part is hydraulic pump in one of the embodiments, and adjustment component is flat-pushing oil cylinder.Four driving portions
Part forms hydraulic pump system.First driving part drives corresponding flat-pushing oil cylinder to carry out the movement of different scale, and then pushes super
Long steel column upper end (i.e. close to one end of the second platform 112) horizontal movement.Due to the lower end of overlength steel column 200 at this time pass through it is automatic
Positioning clamping device 120 has clamped, and the center line of overlength steel column 200 is locked in stake holes center, therefore, with automatically fixed
The point that position clamping device 120 and overlength steel column 200 abut against is as fixed point, and the upper end of overlength steel column 200 is in flat-pushing oil cylinder
It is swung under pushing, and then adjusts the verticality of overlength steel column 200.It should be noted that the first driving part may be
Motor etc., adjustment component can be screw rod etc..
In one of the embodiments, as shown in Fig. 2, the automatic positioning verticality-regulating system 100 further include leveling support 150,
Second driving part and second detection device.Leveling support 150 is located at one far from the second platform 112 of the first platform 111
End, the second driving part are connect with control device, and second detection device is used to detect the level status information of the first platform 111,
The level status information is sent to control device by second detection device.Control device is according to level status information control second
Driving part movement, so that the second driving part is able to drive leveling support 150 and does fortune away from or towards the first platform 111
It is dynamic.This is because at the construction field (site), when automatic positioning verticality-regulating system 100 is placed on the ground, the possible out-of-flatness in ground, meeting in this way
The verticality of overlength steel column 200 is influenced, to need to level automatic positioning verticality-regulating system 100.Further, leveling branch
The quantity of seat 150 is four, and four leveling supports 150 are located at four corners of the first platform 111, the second driving part
Quantity be also four, the second driving part and leveling support 150 correspond.The level detected according to second detection device
Status information, control device drives corresponding second driving part movement, until the first platform 111 is in horizontality.It needs
Illustrate, leveling support 150 can also be adjusted by modes such as torsions.
Further, in one embodiment, with continued reference to FIG. 2, the automatic positioning verticality-regulating system 100 further includes fixed branch
Seat 160, which is located on the first platform 111, and hold-down support 160 is for fixing bracket 110 with ground.Please after
Continuous to refer to Fig. 1 and Fig. 3, the quantity of hold-down support 160 can be two, and two hold-down supports 160 are symmetrical set.To leveling
Support 150 is adjusted, and after the first platform 111 is in horizontality, hold-down support 160 is adjusted, thus by bracket 110 and ground
It is fixed.It should be noted that hold-down support 160 can be hinged with the first platform 111 or be detachably connected, such as the side such as clamping
Formula.
The construction method of the above-mentioned automatic positioning verticality-regulating system of one embodiment, comprising the following steps:
S10: overlength steel column is put into stake holes, and bracket is placed on position corresponding to institute's overlength steel column, overlength steel column
Across first through hole and the second through-hole.
Specifically, the first detection device is set on one end of overlength steel column, overlength steel column is put into stake holes, bracket is fixed
Position is located in overlength steel column locations.Overlength steel column passes through the second platform of first through hole and bracket on the first platform of bracket
On the second through-hole.It should be noted that overlength steel column can be put into stake holes by modes such as liftings.
S20: by being automatically positioned clamping device, one end of the close stake holes of overlength steel column is clamped.
Specifically, after overlength steel column is placed into stake holes, automatic positioning clamping device clamps one end of overlength steel column, from
And block overlength steel column, prevent overlength steel column from deviateing center.
S30: by the first detection device, the plumbness information of overlength steel column is detected, and plumbness information is sent
To control device.
Specifically, the first detection device can be located at one end far from the second platform of overlength steel column, the first detection device
Whether detection overlength steel column tilts, i.e., whether the center of circle of the cross section of overlength steel column is on the central axis of overlength steel column.First
The plumbness information of detection device real-time detection overlength steel column, and the plumbness information is sent to control device, it controls
The device real-time reception plumbness information.
S40: according to plumbness information, control device control adjustment device movement, adjustment device drives overlength steel column
An end motion far from bracket.
Specifically, adjustment device includes the first driving part and adjustment component.When the first detection device real-time detection overlength
The plumbness information of steel column, and the plumbness information is sent to control device, control device receives the plumbness
After information, the movement of the first driving part is driven according to the plumbness information, and then the first driving part drives adjustment component fortune
It is dynamic, so that adjustment component is abutted with overlength steel column, and then drives the end motion far from the first platform of overlength steel column 200, directly
Vertical state is in overlength steel column.
In one of the embodiments, after the step s 40, further comprising the steps of: control device control adjustment device will surpass
Long steel column vertical adjustment in place after, bolt mandril is back-outed, so that bolt mandril is abutted with overlength steel column, and then locks overlength steel column.
In one of the embodiments, after step slo, before step S20, second detection device is further comprised the steps of:
The level status information of detection support, and level status information is sent to control device, control device is believed according to horizontality
Breath control the second driving part movement, so that the second driving part drives leveling support movement.Second detection device can be located at
On first platform, second detection device detects the Realize of the first platform, the horizontality that second detection device will test
Information is sent to control device, and control device controls the second driving part according to the level status information and moves, the second driving portion
Part drives leveling support to be moved, until the first platform is in horizontality.It adjusts in the first platform to horizontality, it will
Hold-down support is placed, so that automatic positioning verticality-regulating system is fixed up with ground.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (10)
1. a kind of high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column, for overlength steel column high accuracy positioning and hang down
Straight precision adjustment characterized by comprising
Bracket, the bracket include the first platform and the second platform, and second platform is located on first platform, and described
First platform and second platform parallel setting；First platform has first through hole, and second platform has second
Through-hole, the first through hole and second through-hole are for wearing the overlength steel column；
It is automatically positioned clamping device, the automatic positioning clamping device is located on first platform, and the automatic positioning clamps
Device is used to clamp one end of the close stake holes of the overlength steel column；
First detection device, for being located at the overlength steel column, first detection device is used for first detection device
Detect the plumbness information of the overlength steel column；
Device is adjusted, the adjustment device is located on second platform, and the adjustment device is for adjusting the overlength steel column
Far from first platform one end position；And
Control device, the control device are connect with first detection device, and the control device and the adjustment device
Connection；The plumbness information is sent to the control device by first detection device, and the control device is according to institute
It states plumbness information and controls the adjustment device movement, and then the adjustment device drives the separate described of the overlength steel column
One end of first platform is along the plane motion where second platform.
2. automatic positioning verticality-regulating system according to claim 1, which is characterized in that it further include locking member, the locking
Component is located on second platform, and the locking member is used for after the adjustment device adjusts the overlength steel column, locking
One end far from first platform of the overlength steel column.
3. automatic positioning verticality-regulating system according to claim 2, which is characterized in that the locking member is bolt mandril,
The quantity of the locking member is four, and four locking members are uniformly arranged around the overlength steel column.
4. automatic positioning verticality-regulating system according to any one of claim 1-3, which is characterized in that the adjustment device packet
The first driving part and adjustment component are included, first driving part is connect with the adjustment component, first driving part
It drives the adjustment component to move, so that the adjustment component is abutted with the overlength steel column, and then drives the overlength steel column
Along the plane motion where second platform.
5. automatic positioning verticality-regulating system according to claim 4, which is characterized in that the adjustment component and described first drives
The quantity of dynamic component is four, and first driving part and the adjustment component correspond.
6. automatic positioning verticality-regulating system according to any one of claim 1-3, which is characterized in that further include leveling branch
Seat, the second driving part and second detection device；The leveling support is located at the flat far from described second of first platform
One end of platform；Second driving part is connect with the control device, and second driving part and the leveling support connect
It connects；The second detection device is located on first platform, and the second detection device is connect with the control device, described
Second detection device is used to detect the level status information of first platform；The second detection device is by the horizontality
Information is sent to the control device, and the control device controls second driving part according to the level status information and transports
It is dynamic, so that second driving part is able to drive the leveling support and does movement away from or towards first platform.
7. automatic positioning verticality-regulating system according to claim 6, which is characterized in that it further include hold-down support, the fixation
Support is located on first platform, and the hold-down support is for fixing the bracket with ground.
8. automatic positioning verticality-regulating system according to any one of claim 1-3, which is characterized in that the automatic positioning folder
Tight device is slidably connected with first platform, and the automatic positioning clamping device includes the first hold assembly, the second clamping part
Part and third driving part；The third through-hole that first hold assembly and second hold assembly are surrounded surpasses with described
The cross section of long steel column is adapted；The third driving part respectively with first hold assembly and second hold assembly
Connection, the third driving part drive first hold assembly and second hold assembly close or separate described super
Long steel column movement.
9. a kind of such as the construction method of any of claims 1-8 for being automatically positioned verticality-regulating system, which is characterized in that packet
Include following steps:
Overlength steel column is put into stake holes, and bracket is placed on position corresponding to the overlength steel column, the overlength steel column is worn
Cross first through hole and the second through-hole；
By being automatically positioned clamping device, one end of the close stake holes of the overlength steel column is clamped；
By the first detection device, the plumbness information of the overlength steel column is detected, and the plumbness information is sent
To control device；
According to the plumbness information, the control device control adjustment device movement, the adjustment device drives described super
The end motion far from the bracket of long steel column.
10. the construction method of automatic positioning verticality-regulating system according to claim 9, which is characterized in that described by overlength
Steel column is put into stake holes, and bracket is placed on position corresponding to the overlength steel column, and the overlength steel column passes through first through hole
After the step of the second through-hole, described by being automatically positioned clamping device, by the one of the close stake holes of the overlength steel column
Before end the step of being clamped, the level status information that second detection device detects the bracket is further comprised the steps of:, and by institute
It states level status information and is sent to the control device, the control device is according to the second driving of level status information control
Component movement, so that second driving part drives leveling support movement.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811621905.5A CN109707175A (en) | 2018-12-28 | 2018-12-28 | The high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column and construction method |
| PCT/CN2019/092623 WO2020133972A1 (en) | 2018-12-28 | 2019-06-25 | High-precision automatic positioning and verticality adjustment system for ultra-long steel column by reverse construction method and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811621905.5A CN109707175A (en) | 2018-12-28 | 2018-12-28 | The high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109707175A true CN109707175A (en) | 2019-05-03 |
Family
ID=66258048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811621905.5A Pending CN109707175A (en) | 2018-12-28 | 2018-12-28 | The high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column and construction method |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN109707175A (en) |
| WO (1) | WO2020133972A1 (en) |
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| WO2020133972A1 (en) * | 2018-12-28 | 2020-07-02 | 上海建工集团股份有限公司 | High-precision automatic positioning and verticality adjustment system for ultra-long steel column by reverse construction method and construction method |
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| CN112392273A (en) * | 2019-08-13 | 2021-02-23 | 冈室昇志 | Inclination and deviation alignment device for two-joint steel column |
| CN112814052A (en) * | 2020-12-28 | 2021-05-18 | 上海建工四建集团有限公司 | Positioning steel plate and verticality adjusting frame |
| CN114809073A (en) * | 2021-02-09 | 2022-07-29 | 北京住总集团有限责任公司 | Intelligent leveling system and method |
| CN112726670B (en) * | 2021-02-09 | 2022-05-13 | 北京住总集团有限责任公司 | Automatic leveling system and method suitable for steel pipe column working platform |
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| CN114922225B (en) * | 2021-02-09 | 2024-02-27 | 北京住总集团有限责任公司 | Underground construction platform |
| CN114809073B (en) * | 2021-02-09 | 2024-02-27 | 北京住总集团有限责任公司 | Intelligent leveling system and method |
| CN114837222B (en) * | 2021-02-09 | 2024-05-28 | 北京住总集团有限责任公司 | Underground column construction method based on dead weight |
| CN116517313A (en) * | 2023-05-29 | 2023-08-01 | 中建八局第三建设有限公司 | One-column one-pile prefabricated foundation self-leveling semi-automatic verticality adjusting method |
| CN116517313B (en) * | 2023-05-29 | 2026-05-05 | 中建八局第三建设有限公司 | A semi-automatic self-leveling and semi-automatic plumb adjustment method for precast foundations with one column and one pile |
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| PB01 | Publication | ||
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| TA01 | Transfer of patent application right |
Effective date of registration: 20200819 Address after: 200120 Pudong New Area, Shanghai, China (Shanghai) free trade pilot area 33 Fukuyama Road Applicant after: SHANGHAI CONSTRUCTION GROUP Co.,Ltd. Applicant after: SHANGHAI CONSTRUCTION EQUIPMENT ENGINEERING Co.,Ltd. Address before: 200120 Pudong New Area, Shanghai, China (Shanghai) free trade pilot area 33 Fukuyama Road Applicant before: SHANGHAI CONSTRUCTION GROUP Co.,Ltd. |
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Application publication date: 20190503 |