CN108729664A - The lifting platform jacking method for integrating template type attachment device and lattice column - Google Patents
The lifting platform jacking method for integrating template type attachment device and lattice column Download PDFInfo
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- CN108729664A CN108729664A CN201810713667.4A CN201810713667A CN108729664A CN 108729664 A CN108729664 A CN 108729664A CN 201810713667 A CN201810713667 A CN 201810713667A CN 108729664 A CN108729664 A CN 108729664A
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- Prior art keywords
- lattice column
- shear wall
- jacking
- plate
- connecting plate
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of lifting platforms with integrated template type attachment device and jacking method, the attachment device includes：The connecting plate of corresponding position on the shear wall formwork；And be fixedly arranged on the first attached wall plate of the side on the lattice column close to the shear wall formwork, the first attached wall plate be affixed with the connecting plate merge it is detachably connected with the connecting plate, so that the lattice column and the shear wall formwork are fastenedly connected.The lattice column for the support being arranged under lifting platform is attached directly on shear wall formwork by the attachment device of the present invention, lattice column is connected by having poured the shear wall formwork of shear wall structure and non-form removal, on the one hand strong support can be provided for lattice column, ensure the safe to use of lifting platform, on the other hand the jacking efficiency of lifting platform is improved, without waiting for shear wall form removal and reach setting intensity, can accelerate the construction time, saves the construction period.
Description
Technical field
The present invention relates to construction engineering fields, refer in particular to a kind of lifting platform integrated template type attachment device and lattice
The jacking method of column.
Background technology
At present both at home and abroad in high-rise or high-rise building construction, jacking steel platform technology is using relatively broad, jacking
The promotion of operation side can be achieved by jacking for steel platform, so as to match the construction of combination shearing wall well.
The bottom of support column (or lattice column) under the lifting platform of currently the majority mostly be by be arranged supporting beam come into
Row support, the both ends of supporting beam snap onto in the hole reserved on the shear wall constructed.For example China one is formerly special
Profit application (application No. is 201210147707.6, innovation and creation, entitled bylinder brace type power built-in integral jacking steel is flat
Bench mould support system and construction method) a kind of jacking steel platform formwork system is disclosed, include interior frame supports and bylinder support
Beam is respectively arranged with flexible torsional spring in the end of interior frame supports and bylinder supporting beam, and by flexible corbels support in shearing
The support of steel platform is realized in the reserved opening of wall.Such support construction makes lifting platform need the shear wall on top
Construction is completed and can continue up jacking after reaching setting intensity, so that the duration of construction is longer, in addition, shearing
Reserved opening on wall also adds subsequent repairing problem, relatively complicated inconvenience of constructing.
Invention content
It is an object of the invention to overcome the deficiencies of existing technologies, provide a kind of lifting platform integrated template type connection dress
It sets and the jacking method of lattice column, the support construction for solving existing lifting platform needs to wait for that shear wall construction gets well and reaches setting
It could be jacked after intensity and duration for bringing is longer and follow-up cumbersome and inconvenient etc. ask of repairing and construct of shear wall reserved opening
Topic.
Realizing the technical solution of above-mentioned purpose is：
The present invention provides a kind of lifting platforms with integrating template type attachment device, for connecting lattice column and corresponding cutting
Power wall form, the attachment device include：
The connecting plate of corresponding position on the shear wall formwork；And
It is fixedly arranged on the first attached wall plate of the side on the lattice column close to the shear wall formwork, the first attached wall plate
Be affixed with the connecting plate merge it is detachably connected with the connecting plate, to by the lattice column and the shear wall formwork
It is fastenedly connected.
The lattice column for the support being arranged under lifting platform is attached directly to shear wall formwork by the attachment device of the present invention
On, lattice column is connected by having poured the shear wall formwork of shear wall structure and non-form removal, on the one hand can be lattice column
Strong support is provided, it is ensured that lifting platform it is safe to use, on the other hand improve the jacking efficiency of lifting platform, without etc.
It waits for shear wall form removal and reaches setting intensity, can accelerate the construction time, save the construction period.The attachment device is to shear wall knot
Structure has no effect, and can ensure the intact of shear wall structure, avoid stay in the prior art set reserved opening after also need to carry out
The cumbersome and inconvenient problem repaired and brought.
Lifting platform of the present invention with integrate template type attachment device further improvement lies in that, the shear wall formwork is side
Frame template；
The connecting plate is in vertically to be fixedly arranged in the frame template, and support the upper side frame for being connected to the frame template
Between lower frame.
Lifting platform of the present invention with integrate template type attachment device further improvement lies in that, the bottom of the lattice column connects
It is connected to a jacking cylinder, the bottom of the jacking cylinder is connected with a support construction, and the lattice are jacked by the jacking cylinder
Structure column and the jacking for realizing lifting platform；
In the support construction close to the shear wall formwork side be equipped with the second attached wall plate, the second attached wall plate with
On the shear wall formwork corresponding connecting plate be affixed merge it is detachably connected with the connecting plate, to by the support knot
Structure is fastenedly connected with the shear wall formwork.
Lifting platform of the present invention with integrate template type attachment device further improvement lies in that, offered on the connecting plate
Multiple connecting holes；
Multiple first mounting holes are offered on the first attached wall plate, first mounting hole is opposite with corresponding connecting hole
Together, and then by wearing the connector of first mounting hole and the connecting hole it is fastenedly connected the first attached wall plate and described
Connecting plate, to realize being detachably connected for the first attached wall plate and the connecting plate；
Multiple second mounting holes are offered on the second attached wall plate, second mounting hole is opposite with corresponding connecting hole
Together, and then by wearing second mounting hole the second attached wall plate and the connection are connected with the fastener of the connecting hole
Plate, to realize being detachably connected for the second attached wall plate and the connecting plate.
Lifting platform of the present invention with integrate template type attachment device further improvement lies in that, the top of the frame template
It is corresponded on frame and lower frame and offers notch at the position of the first attached wall plate.
The present invention also provides a kind of jacking methods of the lattice column connected using above-mentioned attachment device, including walk as follows
Suddenly：
Release the connection of the first attached wall plate and the connecting plate；
The lattice column is jacked to designed elevation, and by the first attached wall plate on the lattice column and cutting at designed elevation
Corresponding connecting plate is detachably connected on power wall form, so as to complete the jacking of lattice column.
Jacking method of the present invention further improvement lies in that, further include for the lattice column bottom connection one jacking oil
Cylinder jacks the lattice column to designed elevation in jacking by the jacking cylinder.
Jacking method of the present invention further improvement lies in that, further include：
One support construction is provided, the support construction is connected to the bottom of the jacking cylinder；
In the second attached wall plate is arranged close to the side of the shear wall formwork in the support construction, by second attached wall
Plate and corresponding connecting plate are detachably connected, to which the support construction and the shear wall formwork to be fastenedly connected.
Jacking method of the present invention further improvement lies in that, further include：
After the jacking for completing the lattice column, the connection of the second attached wall plate and the connecting plate is released；
The jacking cylinder is withdrawn to drive the support construction to rise a setpoint distance, by the second attached wall plate with it is right
The connecting plate answered removably connects, so as to complete the jacking of the support construction.
Jacking method of the present invention further improvement lies in that, further include：
Notch is opened up at the position for corresponding to the first attached wall plate on the upper side frame and lower frame of the shear wall formwork,
So that the first attached wall plate is passed through to complete to jack by the notch during jacking.
Description of the drawings
Fig. 1 is that lattice column and support construction are connected to shear wall by lifting platform of the present invention with integrated template type attachment device
The structural schematic diagram of template.
Fig. 2 is the structural schematic diagram of shear wall formwork of the present invention.
Fig. 3 is the structural schematic diagram of lattice column of the present invention.
Fig. 4 be lattice column of the present invention, support construction and jacking cylinder structural schematic diagram.
Fig. 5 is the structural schematic diagram of support construction of the present invention.
Fig. 6 is the knot that support construction is connected to shear wall formwork with integrated template type attachment device by lifting platform of the present invention
Structure schematic diagram.
Fig. 7 to Figure 10 shows the decomposition texture schematic diagram of the process of jacking lattice column.
Specific implementation mode
The invention will be further described in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, the present invention provides a kind of jackings for the attachment device and lattice column for integrating template type of lifting platform
Method, for lattice column to be connected to shear wall formwork, to which lattice column is attached on shear wall by shear wall formwork,
To eliminate the operation of reserved opening on shear wall, the destruction to shear wall and the behaviour of follow-up repairing reserved opening are avoided
Make, the advantage with easy construction.In addition lattice column is supported by shear wall formwork come attached wall, can improve jacking efficiency, from
And speed of application is improved, save the construction period so that jacking operation reaches after design strength and form removal again without waiting for shear wall
It climbs.Lifting platform of the present invention is carried out with the jacking method of the attachment device of integrated template type and lattice column below in conjunction with the accompanying drawings
Explanation.
Refering to fig. 1, it is shown that lifting platform of the present invention is connected lattice column and support construction with template type attachment device is integrated
It is connected to the structural schematic diagram of shear wall formwork.With reference to Fig. 1, to lifting platform of the present invention with integrate template type attachment device into
Row explanation.
As shown in Figure 1, the lifting platform of the present invention is used to connect lattice column 21 and right with integrated template type attachment device 30
The shear wall formwork 11 answered, shear wall 10, which pours, to be formed between shear wall formwork 11, when constructing shear wall 10, is first being sheared
The both sides of wall 10 install shear wall formwork 11, in conjunction with shown in Fig. 2, by perforative to drawing spiral shell between the shear wall formwork 11 of both sides
Bolt 12 is connected to drawing, and outer tube is arranged on split bolt 12, in order to be removed after the completion of the construction of follow-up shear wall 10 to drawing
Bolt 12.The attachment device 30 of the present invention includes being set to the connecting plate 31 of corresponding position on shear wall formwork 11, in conjunction with Fig. 3 institutes
Show, which further includes being fixedly arranged on lattice column 21 close to the first attached wall plate 32 of the side of shear wall formwork 11, is somebody's turn to do
First attached wall plate 32 be affixed with connecting plate 31 merge it is detachably connected with connecting plate 31, to by lattice column 21 and shear wall mould
Plate 11 is fastenedly connected.When attachment device 30 through the invention connects lattice column 21, lattice column 21 is connected to and has been poured
On the shear wall formwork 11 of good shear wall structure.Lattice column 21 is supported using the shear wall 10 poured, is lattice column 21
Effective support is provided, and then steel platform is set then at the top of lattice column 21.
Using detachably connected between connecting plate 31 and the first attached wall plate 32, the jacking of lattice column 21 can be facilitated to make
Connection between connecting plate 31 and the first attached wall plate 32 is released when needing to jack lattice column 21, jacks lattice column upwards by industry
21 to after designed elevation, then removably by corresponding at the designed elevation connecting plate of the first attached wall plate 32 on lattice column 21 31
Connection.
The lattice column for the support being arranged under lifting platform is attached directly to shear wall formwork by the attachment device of the present invention
On, lattice column is connected by having poured the shear wall formwork of shear wall structure and non-form removal, on the one hand can be lattice column
Strong support is provided, it is ensured that lifting platform it is safe to use, on the other hand improve the jacking efficiency of lifting platform, without etc.
It waits for shear wall form removal and reaches setting intensity, can accelerate the construction time, save the construction period.The attachment device is to shear wall knot
Structure has no effect, and can ensure the intact of shear wall structure, avoid stay in the prior art set reserved opening after also need to carry out
The cumbersome and inconvenient problem repaired and brought.
As the better embodiment of the present invention, as shown in Fig. 2, shear wall formwork 11 is frame template, including die face
Plate 111 and the frame for being installed in 111 back side surrounding of die face plate, there is upper side frame 112, lower frame 113, left frame 114 and the right
Frame 115 passes through the upper side frame 112 of setting, lower frame 113, left frame 114 and left frame 115 and adjacent shear wall formwork
11 splicing connections.It is formed shear wall 10 in the front casting concrete of die face plate 111.The connecting plate 31 of the present invention is in vertical
It is installed in frame template, preferably, the connecting plate 31 is vertically located in the back side of die face plate 111, the support connection of connecting plate 31
Between the upper side frame 112 and lower frame 113 of frame template, to improve the support strength of connecting plate 31.And it is shearing
Wall form 11 splice it is integral after, the stress of lattice column 21 can be passed to integral shear wall formwork by connecting plate 31
11, shear wall 10 is transmitted the force to by shear wall formwork 11, so as to form stable stress system, it is ensured that lattice column 21
Firm supporting and safe to use.
As another better embodiment of the present invention, as shown in figure 4, the bottom of lattice column 21 is connected with a jacking cylinder
22, the bottom of the jacking cylinder 22 is connected with a support construction 23, jacks lattice column 21 by jacking cylinder 22 by realizes jacking
The jacking of platform.Support construction 23 therein is that jacking cylinder 22 provides support.In conjunction with shown in Fig. 5 and Fig. 6, the support construction 23
Upper to be equipped with the second attached wall plate 33 close to the side of shear wall formwork 11, the second attached wall plate 33 is corresponding on shear wall formwork 11
Connecting plate 31 is affixed merging and connecting plate 31 is detachably connected, to connect support construction 23 and the fastening of shear wall formwork 11
It connects.
Jacking cylinder 22 and support construction 23 is arranged in the present invention, is attached on shear wall formwork 11 by support construction 22,
Brace foundation is provided for jacking cylinder 22 and lattice column 21；Lattice column 21 can be jacked upwards by jacking cylinder 22, to realize
The climbing of lattice column 21.Specifically, in conjunction with shown in Fig. 7, in jacking, first release the first attached wall plate 32 on lattice column 21 with
Connection between connecting plate 31, the then operation of jacking cylinder 22, in conjunction with shown in Fig. 8 and Fig. 9, by the jacking of lattice column 21 to setting mark
Eminence will then connect between corresponding connecting plate 31 at the first attached wall plate 32 on lattice column 21 and setting absolute altitude, and completion will
21 attached wall of lattice column is connected and fixed；Then the second attached wall plate 33 in support construction 23 and the connection between connecting plate 31 are released,
In conjunction with shown in Figure 10, then jacking cylinder 22 is withdrawn, it, will after jacking cylinder 22 resets to pull support construction 23 to rise
The corresponding connecting plate 31 of support construction 23 removably connects, and the attached wall for completing support construction 23 is connected and fixed, to just
Complete the jacking operation of lattice column 21.The mistake that lifting platform jacks during use, by repeating above-mentioned lattice column
Journey realizes the jacking of lifting platform, until completing construction.
Preferably, when lattice column 21 jacks, the shear wall 10 at the setting absolute altitude of required jacking extremely need to pour completion,
To which lattice column 21 and support construction 23 are attached on shear wall 10 using shear wall formwork 11, it is not necessary that other attached walls are arranged
Part, construction is simple is convenient, also plays good protecting effect to shear wall.
As the another better embodiment of the present invention, as shown in Fig. 2, multiple connecting holes 311 are offered on connecting plate 31,
Preferably, connecting plate 31 is set at the medium position of shear wall formwork 11.In conjunction with shown in Fig. 3, offered on the first attached wall plate 32
Multiple first mounting holes, the first mounting hole align with corresponding connecting hole 311, and then by wearing the first mounting hole and connection
The connector in hole 311 is fastenedly connected the first attached wall plate 32 and connecting plate 31, to realize the first attached wall plate 32 and connecting plate 31
Be detachably connected.Connector therein can be that connection bolt can also be bolt and inserted sheet.
In conjunction with shown in Fig. 5, offer multiple second mounting holes 331 on the second attached wall plate 33, the second mounting hole 331 with it is corresponding
Connecting hole 311 align, and then the second attached wall plate is connected with the fastener of connecting hole 311 by wearing the second mounting hole 331
33 and connecting plate 31, to realize being detachably connected for the second attached wall plate 33 and connecting plate 31.Fastener therein can be
It can also be bolt and inserted sheet to connect bolt.
As another better embodiment of the present invention, as shown in Fig. 2, the upper side frame 112 and lower frame 113 of frame template
Notch 116 is offered at the position of the first attached wall of upper correspondence plate 32, can be facilitated during jacking by the notch 116 of setting
One attached wall plate 32 passes through.
As shown in Figure 1, the corner portion in shear wall 10 is preferably arranged in lattice column 21, in four columns of lattice column 21
In be respectively provided with the first attached wall plate 32 on three columns mutually close with shear wall 10, three columns on lattice column 21 are passed through
One attached wall plate 32 is fixedly connected with shear wall formwork 11, to provide stable and firm support for lattice column 21.Correspondingly, it is cutting
Connecting plate 31 is respectively provided on the shear wall formwork 11 of the corner portion of power wall 10 to connect lattice column 21 and support construction 23, and remaining
The shear wall formwork 11 of position is without being arranged connecting plate 31.
Below to the jacking method of the lattice column 21 provided by the invention connected using attachment device 30.
The jacking method for the lattice column of the present invention connected with attachment device, includes the following steps：
As shown in Figure 1 and Figure 7, the connection of the first attached wall plate 32 and connecting plate 31 is released；
In conjunction with shown in Fig. 8 and Fig. 9, jacking lattice column 21 is to designed elevation, and by the first attached wall plate 32 on lattice column 21
It is detachably connected with corresponding connecting plate 31 on the shear wall formwork 11 at designed elevation, so as to complete the top of lattice column 21
It rises.
As shown in Figures 2 and 3, attachment device 30 of the invention includes being set to the company of corresponding position on shear wall formwork 11
Fishplate bar 31 and the first attached wall plate 32 for being fixedly arranged on the side on lattice column 21 close to shear wall formwork 11, the first attached wall plate 32 with
Connecting plate 31 is affixed merging and connecting plate 31 is detachably connected, to which lattice column 21 and shear wall formwork 11 to be fastenedly connected.
When attachment device 30 through the invention connects lattice column 21, lattice column 21 is connected to and has poured shear wall structure
On shear wall formwork 11.Lattice column 21 is supported using the shear wall 10 poured, effective support is provided for lattice column 21,
And then steel platform is set then at the top of lattice column 21.
As the better embodiment of the present invention, as shown in figure 4, the jacking method further includes for the bottom of lattice column 21
A jacking cylinder 22 is connected, lattice column 21 is jacked to designed elevation by jacking cylinder 22 in jacking.
Further, which further includes：
In conjunction with shown in Fig. 5 and Fig. 6, a support construction 23 is provided, support construction 23 is connected to the bottom of jacking cylinder 22；
In the second attached wall plate 33 is arranged close to the side of shear wall formwork 11 in support construction 23, by the second attached wall plate 33 with
Corresponding connecting plate 31 is detachably connected, to which support construction 23 and shear wall formwork 11 to be fastenedly connected.
As another better embodiment of the present invention, which further includes：
As shown in Figure 9 and Figure 10, after the jacking for completing lattice column 21, the company of the second attached wall plate 33 and connecting plate 31 is released
It connects；
Jacking cylinder 22 is withdrawn to drive support construction 23 to rise a setpoint distance, by the second attached wall plate 33 and corresponding company
Fishplate bar 31 removably connects, so as to complete the jacking of support construction 23.
As the another better embodiment of the present invention, further include：
In conjunction with shown in Fig. 2, in corresponding first attached wall plate 32 on the upper side frame 112 and lower frame 113 of shear wall formwork 11
Notch 116 is opened up at position, so that the first attached wall plate 32 is passed through to complete to push up by notch 116 during jacking
It rises.
As another better embodiment of the present invention, as shown in Fig. 2, multiple connecting holes 311 are offered on connecting plate 31,
Preferably, connecting plate 31 is set at the medium position of shear wall formwork 11.In conjunction with shown in Fig. 3, offered on the first attached wall plate 32
Multiple first mounting holes, the first mounting hole align with corresponding connecting hole 311, and then by wearing the first mounting hole and connection
The connector in hole 311 is fastenedly connected the first attached wall plate 32 and connecting plate 31, to realize the first attached wall plate 32 and connecting plate 31
Be detachably connected.Connector therein can be that connection bolt can also be bolt and inserted sheet.
In conjunction with shown in Fig. 5, offer multiple second mounting holes 331 on the second attached wall plate 33, the second mounting hole 331 with it is corresponding
Connecting hole 311 align, and then the second attached wall plate is connected with the fastener of connecting hole 311 by wearing the second mounting hole 331
33 and connecting plate 31, to realize being detachably connected for the second attached wall plate 33 and connecting plate 31.Fastener therein can be
It can also be bolt and inserted sheet to connect bolt.
The present invention has been described in detail with reference to the accompanying drawings, those skilled in the art can be according to upper
It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention, this
Invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (10)
1. a kind of lifting platform is with template type attachment device is integrated, special for connecting lattice column and corresponding shear wall formwork
Sign is that the attachment device includes：
The connecting plate of corresponding position on the shear wall formwork；And
It is fixedly arranged on the first attached wall plate of the side on the lattice column close to the shear wall formwork, the first attached wall plate and institute
State connecting plate be affixed merge it is detachably connected with the connecting plate, to by the lattice column and the shear wall formwork fastening
Connection.
2. the integrated template type attachment device of lifting platform as described in claim 1, which is characterized in that the shear wall formwork
For frame template；
The connecting plate is in vertically to be fixedly arranged in the frame template, and support the upper side frame for being connected to the frame template under
Between frame.
3. the integrated template type attachment device of lifting platform as claimed in claim 1 or 2, which is characterized in that the lattice column
Bottom be connected with a jacking cylinder, the bottom of the jacking cylinder is connected with a support construction, passes through the jacking cylinder top
It rises the lattice column and realizes the jacking of lifting platform；
In the support construction close to the shear wall formwork side be equipped with the second attached wall plate, the second attached wall plate with it is described
On shear wall formwork corresponding connecting plate be affixed merge it is detachably connected with the connecting plate, to by the support construction and
The shear wall formwork is fastenedly connected.
4. the integrated template type attachment device of lifting platform as claimed in claim 3, which is characterized in that opened on the connecting plate
Equipped with multiple connecting holes；
Multiple first mounting holes are offered on the first attached wall plate, first mounting hole aligns with corresponding connecting hole,
And then it is fastenedly connected the first attached wall plate and the company by wearing the connector of first mounting hole and the connecting hole
Fishplate bar, to realize being detachably connected for the first attached wall plate and the connecting plate；
Multiple second mounting holes are offered on the second attached wall plate, second mounting hole aligns with corresponding connecting hole,
And then the second attached wall plate and the connecting plate are connected with the fastener of the connecting hole by wearing second mounting hole,
To realize being detachably connected for the second attached wall plate and the connecting plate.
5. the integrated template type attachment device of lifting platform as claimed in claim 2, which is characterized in that the frame template
It is corresponded on upper side frame and lower frame and offers notch at the position of the first attached wall plate.
6. a kind of jacking method of lattice column using attachment device as described in claim 1 connection, which is characterized in that including
Following steps：
Release the connection of the first attached wall plate and the connecting plate；
The lattice column is jacked to designed elevation, and by the first attached wall plate on the lattice column and the shear wall at designed elevation
Corresponding connecting plate is detachably connected in template, so as to complete the jacking of lattice column.
7. jacking method as claimed in claim 6, which is characterized in that further include one jacking of bottom connection for the lattice column
Oil cylinder jacks the lattice column to designed elevation in jacking by the jacking cylinder.
8. jacking method as claimed in claim 7, which is characterized in that further include：
One support construction is provided, the support construction is connected to the bottom of the jacking cylinder；
In in the support construction close to the shear wall formwork side be arranged the second attached wall plate, will the second attached wall plate and
Corresponding connecting plate is detachably connected, to which the support construction and the shear wall formwork to be fastenedly connected.
9. jacking method as claimed in claim 8, which is characterized in that further include：
After the jacking for completing the lattice column, the connection of the second attached wall plate and the connecting plate is released；
The jacking cylinder is withdrawn to drive the support construction to rise a setpoint distance, by the second attached wall plate with it is corresponding
Connecting plate removably connects, so as to complete the jacking of the support construction.
10. jacking method as claimed in claim 6, which is characterized in that further include：
Notch is opened up at the position for corresponding to the first attached wall plate on the upper side frame and lower frame of the shear wall formwork, is being pushed up
So that the first attached wall plate is passed through to complete to jack by the notch during rising.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810713667.4A CN108729664B (en) | 2018-07-03 | 2018-07-03 | Integrated template type connecting device for jacking platform and jacking method of lattice column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810713667.4A CN108729664B (en) | 2018-07-03 | 2018-07-03 | Integrated template type connecting device for jacking platform and jacking method of lattice column |
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| CN108729664A true CN108729664A (en) | 2018-11-02 |
| CN108729664B CN108729664B (en) | 2023-08-08 |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1793590A (en) * | 2005-12-28 | 2006-06-28 | 上海市第一建筑有限公司 | Autolifting type variable-shape diassembllable integrated lifting steel plateform system and construction method thereof |
| CN103422668A (en) * | 2013-08-09 | 2013-12-04 | 中建四局第六建筑工程有限公司 | Construction method of super-thick large-slope shear wall and hydraulic self-jacking inclined creeping framework thereof |
| CN103741947A (en) * | 2014-01-17 | 2014-04-23 | 上海建工集团股份有限公司 | Tube-frame-supporting type hydraulic climbing integral steel platform formwork truss layer construction method |
| CN103758341A (en) * | 2014-01-17 | 2014-04-30 | 上海建工集团股份有限公司 | Steel column drum rack support type hydraulic lifting overall steel platform cross truss layer construction method |
| US20140305070A1 (en) * | 2012-06-11 | 2014-10-16 | Zhejiang Construction Engineering Group Co., Ltd. | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN105672694A (en) * | 2016-04-06 | 2016-06-15 | 中国建筑第八工程局有限公司 | Lifting platform box girder support structure for super high-rise buildings and construction method thereof |
| CN206233541U (en) * | 2016-10-10 | 2017-06-09 | 中国建筑第八工程局有限公司 | A kind of interior top external climbing mould bases operation platform for construction of super highrise building |
| CN107246073A (en) * | 2017-06-14 | 2017-10-13 | 中建三局集团有限公司 | Core Walls Structure crossbar structure synchronous construction structure and method |
| CN208650505U (en) * | 2018-07-03 | 2019-03-26 | 中国建筑第八工程局有限公司 | The integrated template type attachment device of lifting platform |
-
2018
- 2018-07-03 CN CN201810713667.4A patent/CN108729664B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1793590A (en) * | 2005-12-28 | 2006-06-28 | 上海市第一建筑有限公司 | Autolifting type variable-shape diassembllable integrated lifting steel plateform system and construction method thereof |
| US20140305070A1 (en) * | 2012-06-11 | 2014-10-16 | Zhejiang Construction Engineering Group Co., Ltd. | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN103422668A (en) * | 2013-08-09 | 2013-12-04 | 中建四局第六建筑工程有限公司 | Construction method of super-thick large-slope shear wall and hydraulic self-jacking inclined creeping framework thereof |
| CN103741947A (en) * | 2014-01-17 | 2014-04-23 | 上海建工集团股份有限公司 | Tube-frame-supporting type hydraulic climbing integral steel platform formwork truss layer construction method |
| CN103758341A (en) * | 2014-01-17 | 2014-04-30 | 上海建工集团股份有限公司 | Steel column drum rack support type hydraulic lifting overall steel platform cross truss layer construction method |
| CN105672694A (en) * | 2016-04-06 | 2016-06-15 | 中国建筑第八工程局有限公司 | Lifting platform box girder support structure for super high-rise buildings and construction method thereof |
| CN206233541U (en) * | 2016-10-10 | 2017-06-09 | 中国建筑第八工程局有限公司 | A kind of interior top external climbing mould bases operation platform for construction of super highrise building |
| CN107246073A (en) * | 2017-06-14 | 2017-10-13 | 中建三局集团有限公司 | Core Walls Structure crossbar structure synchronous construction structure and method |
| CN208650505U (en) * | 2018-07-03 | 2019-03-26 | 中国建筑第八工程局有限公司 | The integrated template type attachment device of lifting platform |
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