CN208650505U - The integrated template type attachment device of lifting platform - Google Patents
The integrated template type attachment device of lifting platform Download PDFInfo
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- CN208650505U CN208650505U CN201821038410.5U CN201821038410U CN208650505U CN 208650505 U CN208650505 U CN 208650505U CN 201821038410 U CN201821038410 U CN 201821038410U CN 208650505 U CN208650505 U CN 208650505U
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- shear wall
- plate
- lifting platform
- lattice column
- connecting plate
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Abstract
The utility model relates to a kind of integrated template type attachment devices of lifting platform, and the attachment device includes: the connecting plate of the corresponding position on the shear wall formwork；And be fixedly arranged on the lattice column close to the shear wall formwork side the first attached wall plate, 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 utility model, lattice column is connected by having poured the shear wall formwork of shear wall structure and non-demoulding, on the one hand strong support can be provided for lattice column, ensure lifting platform using safe, on the other hand the jacking efficiency of lifting platform is improved, without waiting for shear wall demoulding and reach setting intensity, can accelerate the construction time, saves the construction period.
Description
Technical field
The utility model relates to construction engineering fields, refer in particular to a kind of integrated template type attachment device of lifting platform.
Background technique
At present both at home and abroad in high-rise or super high-rise building construction, jacking steel platform technical application is 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 present most lifting platform be mostly by setting supporting beam come into
Row support, the both ends of supporting beam snap onto the hole reserved on the shear wall constructed.For example China one is formerly special
Benefit application (application No. is 201210147707.6, what utility model was created, entitled tub brace type power built-in integral jacking
Steel platform formwork system and construction method) a kind of jacking steel platform formwork system is disclosed, it include interior frame supports and tub
Supporting beam is respectively arranged with flexible torsional spring in the end of interior frame supports and tub supporting beam, and by flexible corbels support in
The support of steel platform is realized in the reserved opening of shear wall.Such support construction makes lifting platform need cutting on top
The construction of power wall is completed and can continue up jacking after reaching setting intensity, so that the duration of construction is longer, in addition,
Reserved opening on shear wall also adds subsequent repairing problem, relatively complicated inconvenience of constructing.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of lifting platform integrated template type company
Connection device, the support construction for solving existing lifting platform need to jack after shear wall construction is got well and reaches setting intensity
And the problem that the bring duration is longer and the subsequent repairing of shear wall reserved opening and construction are cumbersome and inconvenient etc..
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of integrated template type attachment device of lifting platform, for connecting lattice column and correspondence
Shear wall formwork, the attachment device includes:
The connecting plate of corresponding position on the shear wall formwork；And
It is fixedly arranged on the lattice column close to the first attached wall plate of the side of the shear wall formwork, the first attached wall plate
Be affixed with the connecting plate merge it is detachably connected with the connecting plate, thus 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 by the attachment device of the utility model
In template, lattice column is connected by having poured the shear wall formwork of shear wall structure and non-demoulding, on the one hand can be lattice
Structure column provides strong support, it is ensured that lifting platform using safe, on the other hand improve the jacking efficiency of lifting platform, nothing
It needs to wait for shear wall demoulding and reaches setting intensity, can accelerate the construction time, save the construction period.The attachment device is to shearing
Wall construction has no effect, and can guarantee the intact of shear wall structure, avoid stay in the prior art set reserved opening after also need
Repaired and the cumbersome and inconvenient problem of bring.
The integrated template type attachment device of the utility model lifting platform further improvement lies 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
Between lower frame.
The integrated template type attachment device of the utility model lifting platform further improvement lies in that, the bottom of the lattice column
Portion is connected with a jacking cylinder, and the bottom of the jacking cylinder is connected with a support construction, jacks institute by the jacking cylinder
It states 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 detachably connected with the connecting plate to be affixed merging for corresponding connecting plate on the shear wall formwork, so that the support be tied
Structure is fastenedly connected with the shear wall formwork.
The integrated template type attachment device of the utility model lifting platform further improvement lies in that, opened on the connecting plate
Equipped with multiple connecting holes；
Multiple first fixation holes are offered on the first attached wall plate, first fixation hole is opposite with corresponding connecting hole
Together, and then the connector by wearing first fixation hole and the connecting hole 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 fixation holes are offered on the second attached wall plate, second fixation hole is opposite with corresponding connecting hole
Together, and then by wearing second fixation 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.
The integrated template type attachment device of the utility model lifting platform further improvement lies 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.
Detailed description of the invention
Lattice column and support construction are connected to for the utility model lifting platform with integrated template type attachment device and are cut by Fig. 1
The structural schematic diagram of power wall form.
Fig. 2 is the structural schematic diagram of the utility model shear wall formwork.
Fig. 3 is the structural schematic diagram of the utility model lattice column.
Fig. 4 is the structural schematic diagram of the utility model lattice column, support construction and jacking cylinder.
Fig. 5 is the structural schematic diagram of the utility model support construction.
Support construction is connected to shear wall formwork with integrated template type attachment device for the utility model lifting platform by Fig. 6
Structural schematic diagram.
Fig. 7 to Figure 10 shows the decomposition texture schematic diagram of the process of jacking lattice column.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, the utility model provides a kind of lifting platform attachment device of integrated template type, is used for lattice
Column is connected on shear wall formwork, to lattice column is attached on shear wall by shear wall formwork, to eliminate shearing
The operation of reserved opening on wall avoids the destruction to shear wall and the operation of subsequent repairing reserved opening, has construction letter
Just advantage.In addition lattice column can be improved jacking efficiency by shear wall formwork come attached wall support, to improve construction speed
Degree saves the construction period, so that jacking operation is climbed again after reaching design strength and demoulding without waiting for shear wall.Below with reference to
Attached drawing is illustrated the utility model lifting platform with the attachment device of integrated template type.
Refering to fig. 1, it is shown that the utility model lifting platform is tied lattice column and support with integrated template type attachment device
Structure is connected to the structural schematic diagram of shear wall formwork.Below with reference to Fig. 1, the integrated template type of the utility model lifting platform is connected
Connection device is illustrated.
As shown in Figure 1, the lifting platform of the utility model is with integrated template type attachment device 30 for connecting lattice column 21
And corresponding shear wall formwork 11, shear wall 10, which pours, to be formed between shear wall formwork 11, when constructing shear wall 10, is first existed
The two sides of shear wall 10 install shear wall formwork 11, as shown in connection with fig. 2, by perforative right between the shear wall formwork 11 of two sides
12 pairs of drawing connections of bolt are drawn, are arranged with outer tube on split bolt 12, in order to be removed after the completion of the construction of subsequent shear wall 10
Split bolt 12.The attachment device 30 of the utility model includes the connecting plate 31 set on corresponding position on shear wall formwork 11,
As shown in connection with fig. 3, which further includes being fixedly arranged on lattice column 21 close to the first attached of the side of shear wall formwork 11
Wallboard 32, the first attached wall plate 32 be affixed with connecting plate 31 merge it is detachably connected with connecting plate 31, thus by lattice column 21
It is fastenedly connected with shear wall formwork 11.When connecting lattice column 21 by the attachment device 30 of the utility model, by lattice column 21
It is connected on the shear wall formwork 11 for having poured shear wall structure.Lattice column is supported using the shear wall 10 poured
21, effective support is provided for lattice column 21, 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 the first attached wall plate 32 and the connecting plate 31 corresponding at designed elevation on lattice column 21
Connection.
The lattice column for the support being arranged under lifting platform is attached directly to shear wall by the attachment device of the utility model
In template, lattice column is connected by having poured the shear wall formwork of shear wall structure and non-demoulding, on the one hand can be lattice
Structure column provides strong support, it is ensured that lifting platform using safe, on the other hand improve the jacking efficiency of lifting platform, nothing
It needs to wait for shear wall demoulding and reaches setting intensity, can accelerate the construction time, save the construction period.The attachment device is to shearing
Wall construction has no effect, and can guarantee the intact of shear wall structure, avoid stay in the prior art set reserved opening after also need
Repaired and the cumbersome and inconvenient problem of bring.
As a better embodiment of the utility model, 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, have upper side frame 112, lower frame 113, left frame 114 and
Left 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
The splicing connection of template 11.Shear wall 10 is formed in the front casting concrete of die face plate 111.The connecting plate of the utility model
31 in being vertically installed in frame template, preferably, the connecting plate 31 is vertically located in the back side of die face plate 111, connecting plate 31
Support is connected between the upper side frame 112 of frame template and lower frame 113, to improve the support strength of connecting plate 31.And
And shear wall formwork 11 splice it is integral after, the stress of lattice column 21 can be passed into integral cut by connecting plate 31
Power wall form 11 transmits the force to shear wall 10 by shear wall formwork 11, so as to form stable stress system, it is ensured that
The firm supporting of lattice column 21 and use are safe.
As another better embodiment of the utility model, as shown in figure 4, the bottom of lattice column 21 is connected with a jacking
Oil cylinder 22, the bottom of the jacking cylinder 22 are connected with a support construction 23, jack lattice column 21 by jacking cylinder 22 and realize
The jacking of lifting platform.Support construction 23 therein is that jacking cylinder 22 provides support.In conjunction with shown in Fig. 5 and Fig. 6, the support knot
On structure 23 close to shear wall formwork 11 side be equipped with the second attached wall plate 33, the second attached wall plate 33 with it is right on shear wall formwork 11
The connecting plate 31 answered is affixed merging and connecting plate 31 is detachably connected, so that support construction 23 and shear wall formwork 11 be fastened
Connection.
Jacking cylinder 22 and support construction 23 is arranged in the utility model, is attached to shear wall formwork 11 by support construction 22
On, brace foundation is provided for jacking cylinder 22 and lattice column 21；Lattice column 21 can be jacked upwards by jacking cylinder 22, thus real
Climbing for lattice column 21 is showed.Specifically, as shown in connection with fig. 7, in jacking, the first attached wall plate 32 on lattice column 21 is first released
With the connection between connecting plate 31, then jacking cylinder 22 is run, in conjunction with shown in Fig. 8 and Fig. 9, by the jacking of lattice column 21 to setting
At absolute altitude, it will then be connected between corresponding connecting plate 31 at the first attached wall plate 32 on lattice column 21 and setting absolute altitude, completion
21 attached wall of lattice column is connected and fixed；Then the company between the second attached wall plate 33 and connecting plate 31 in support construction 23 is released
It connects, as shown in connection with fig. 10, then withdraws jacking cylinder 22, so that support construction 23 is pulled to rise, after jacking cylinder 22 resets,
The corresponding connecting plate 31 of support construction 23 is removably connected, the attached wall for completing support construction 23 is connected and fixed, thus
Just complete the jacking operation of lattice column 21.Lifting platform during use, passes through the above-mentioned lattice column jacking of repetition
Process realizes the jacking of lifting platform, until complete construction.
Preferably, the shear wall 10 at the setting absolute altitude of required jacking extremely need to pour completion when lattice column 21 jacks,
So that lattice column 21 and support construction 23 are attached on shear wall 10 using shear wall formwork 11, no setting is required other attached walls
Part, construction is simple is convenient, also plays good protecting effect to shear wall.
As the another better embodiment of the utility model, as shown in Fig. 2, offering multiple connecting holes on connecting plate 31
311, preferably, connecting plate 31 is set at the medium position of shear wall formwork 11.As shown in connection with fig. 3, it is opened on the first attached wall plate 32
Equipped with multiple first fixation holes, the first fixation hole aligns with corresponding connecting hole 311, so by wear the first fixation hole and
The connector of connecting hole 311 is fastenedly connected the first attached wall plate 32 and connecting plate 31, to realize the first attached wall plate 32 and connection
Plate 31 is detachably connected.Connector therein can be that connection bolt can also be bolt and inserted sheet.
As shown in connection with fig. 5, offer multiple second fixation holes 331 on the second attached wall plate 33, the second fixation 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 fixation 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
Connecting bolt can also be bolt and inserted sheet.
As another better embodiment of the utility model, as shown in Fig. 2, the upper side frame 112 of frame template and following
Notch 116 is offered at the position of corresponding first attached wall plate 32 on frame 113, can be facilitated by the notch 116 of setting and jacked
The first attached wall plate 32 passes through in journey.
As shown in Figure 1, the corner portion of shear wall 10 is preferably arranged in lattice column 21, thus 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 no setting is required connecting plate 31.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (5)
1. a kind of integrated template type attachment device of lifting platform, 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 lattice column close to the first attached wall plate of the side of 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, thus 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, thus 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 fixation holes are offered on the first attached wall plate, first fixation hole aligns with corresponding connecting hole,
And then the first attached wall plate and the company are fastenedly connected by wearing the connector of first fixation hole and the connecting hole
Fishplate bar, to realize being detachably connected for the first attached wall plate and the connecting plate；
Multiple second fixation holes are offered on the second attached wall plate, second fixation 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 fixation 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821038410.5U CN208650505U (en) | 2018-07-03 | 2018-07-03 | The integrated template type attachment device of lifting platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821038410.5U CN208650505U (en) | 2018-07-03 | 2018-07-03 | The integrated template type attachment device of lifting platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208650505U true CN208650505U (en) | 2019-03-26 |
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ID=65783086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821038410.5U Active CN208650505U (en) | 2018-07-03 | 2018-07-03 | The integrated template type attachment device of lifting platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208650505U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729664A (en) * | 2018-07-03 | 2018-11-02 | 中国建筑第八工程局有限公司 | The lifting platform jacking method for integrating template type attachment device and lattice column |
| CN110318534A (en) * | 2019-06-25 | 2019-10-11 | 九冶建设有限公司 | Hang liter brace type Lift well mould panel assembly and a construction method |
-
2018
- 2018-07-03 CN CN201821038410.5U patent/CN208650505U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729664A (en) * | 2018-07-03 | 2018-11-02 | 中国建筑第八工程局有限公司 | The lifting platform jacking method for integrating template type attachment device and lattice column |
| CN108729664B (en) * | 2018-07-03 | 2023-08-08 | 中国建筑第八工程局有限公司 | Integrated template type connecting device for jacking platform and jacking method of lattice column |
| CN110318534A (en) * | 2019-06-25 | 2019-10-11 | 九冶建设有限公司 | Hang liter brace type Lift well mould panel assembly and a construction method |
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