CN106276640B - The combined type support platform of high-building construction tower crane - Google Patents
The combined type support platform of high-building construction tower crane Download PDFInfo
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- CN106276640B CN106276640B CN201510283940.0A CN201510283940A CN106276640B CN 106276640 B CN106276640 B CN 106276640B CN 201510283940 A CN201510283940 A CN 201510283940A CN 106276640 B CN106276640 B CN 106276640B
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- screw rod
- oblique pull
- steel corbel
- supporting plate
- pull screw
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Abstract
The present invention relates to a kind of combined type support platform of high-building construction tower crane, and it includes steel corbel, oblique pull screw rod, sleeve pipe with ribbing, pier nose cushion block, nut, billet, supporting plate, threaded rod, adjustable nut and wall；The sleeve pipe with ribbing is oblique to be embedded in wall, oblique pull screw rod is located at the lower surface of inside pipe casing with ribbing through sleeve pipe with ribbing, the both ends of oblique pull screw rod are stretched out from wall respectively, the upper one end of oblique pull screw rod is cased with steel corbel and pier nose cushion block and fixed by nut, and the lower end thereof of oblique pull screw rod is cased with billet and pier nose cushion block and fixed by nut；The supporting plate is located at steel corbel top, is connected between supporting plate and steel corbel by threaded rod, and adjustable nut is placed on the threaded rod between supporting plate and steel corbel；The present invention without welding, assemble and disassemble it is easy to adjust, do not influence agent structure performance, bearing capacity it is higher, turnover efficiency high.
Description
Technical field
The present invention relates to a kind of combined type support platform, the combined type support of specifically high-building construction tower crane are flat
Platform.
Background technology
Accelerate with the development process of urban construction, high-rise building is built demand and is continuously increased.Due to high-rise building
Height is higher, generally requires to construct by mechanical transportation equipment in building course, thus tower crane is as construction of super highrise building
In it is most important lifting and vertical transportation machinery occupy critical positions.In order to adapt to upward construction speed needs, in general use
It is in the majority to climb formula tower crane.Inner climbing crane tower is climbed in interior of building by a set of bracket and lifting system, and bracket is installed on
In support platform, load passes to wall through support platform.
In published patent, there are following several ways as support platform：(1) support platform by girder steel, steel corbel,
Built-in fitting is formed, and girder steel is connected by screw bolts with steel corbel, and steel corbel welds with built-in fitting, and built-in fitting is generally located on Core Walls Structure
Inside wall, welded by reinforcing bar one end and steel plate, and integral built-in plays the anchorage effect to structure in concrete, this
Kind mode is at present in Practical Project using wide；(2) it is to be provided with type inside concrete wall with the first difference
Steel, shaped steel are vertically connected with anchor slab side, and the opposite side of described anchor slab is welded with bracket and (refers to publication CN
203998719 U)；(3) in wall internal openings, girder steel, which is placed directly on pre-embedded steel slab, to be bolted (with reference to open
The U of patent CN 201447323);(4) the pre-buried steel sleeve inside wall, high-strength bolt pass through steel sleeve, and nut is tightened in height
The both ends of strength bolt, so as to which bracket and billet are fixed on into structural wall metope (referring to the A of publication CN 103072906).
The content of the invention
It is contemplated that the defects of overcoming prior art, there is provided a kind of combined type support of high-building construction tower crane is flat
Platform, without weld, assemble and disassemble it is easy to adjust, do not influence agent structure performance, bearing capacity it is higher, turnover efficiency high.
In order to solve the above-mentioned technical problem, the present invention is realized in：
A kind of combined type support platform of high-building construction tower crane, it is characterised in that：It includes steel corbel, oblique pull spiral shell
Bar, sleeve pipe with ribbing, pier nose cushion block, nut, billet, supporting plate, threaded rod, adjustable nut and wall；The sleeve pipe with ribbing is oblique
To being embedded in wall, oblique pull screw rod is located at the lower surface of inside pipe casing with ribbing, the both ends point of oblique pull screw rod through sleeve pipe with ribbing
Do not stretched out from wall, the upper one end of oblique pull screw rod is cased with steel corbel and pier nose cushion block and fixed by nut, oblique pull screw rod
Lower end thereof is cased with billet and pier nose cushion block and fixed by nut；The supporting plate is located at steel corbel top, supporting plate and
Connected between steel corbel by threaded rod, adjustable nut is placed on the threaded rod between supporting plate and steel corbel.
The combined type support platform of described high-building construction tower crane, it is characterised in that：The supporting plate is provided with horizontal stroke
To baffle plate.
The combined type support platform of described high-building construction tower crane, it is characterised in that：The supporting plate and steel corbel
Between be provided with spring shim.
The beneficial effects of the invention are as follows：Oblique pull screw rod can be closely connected with sleeve pipe with ribbing, and the tension masterpiece used time can be with sleeve pipe
Inner surface produces frictional force, increases the bearing capacity of support platform.
Angularly disposed wall-through hole, pulling force can be made to be decomposed in vertical direction, carrying is provided by the support of wall.
Slanted apertures diameter is more than the diameter of threaded rod, after unloading, can very easily take out, be adapted to fit from hole
Or dismounting, improve turnover rate.
Steel corbel top sets supporting plate, is adjusted with adapting to the flatness after installation, is in the support platform of each wall
It is horizontal.
Support platform is combined by all parts, and without high-temperature soldering, all parts can be changed freely, and repetition makes
With realizing industrialization processing and green construction, save and on-site construction time and come into operation the time, reduce overall is constructed into
This.
Brief description of the drawings
The present invention is described in further detail with embodiment below in conjunction with the accompanying drawings：
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation in Fig. 1 main views direction；
Fig. 3 is the structural representation of the overlook direction of steel corbel and supporting plate in Fig. 1；
Fig. 4 is the structural representation of pier nose cushion block in Fig. 1；
In figure, 1 steel corbel, 2 oblique pull screw rods, 3 sleeve pipes with ribbing, 4 pier nose cushion blocks, 5 nuts, 6 billets, 7 supporting plates, 8 spiral shells
Rasp bar, 9 adjustable nuts, 10 walls.
Embodiment
As shown in Figure 1：A kind of combined type support platform of high-building construction tower crane, it includes steel corbel 1, oblique pull screw rod
2nd, sleeve pipe 3 with ribbing, pier nose cushion block 4, nut 5, billet 6, supporting plate 7, threaded rod 8, adjustable nut 9 and wall 10；The band
Rib sleeve pipe is oblique to be embedded in wall, and its surface is the steel pipe of line with ribbing, and oblique pull screw rod is close to set with ribbing through sleeve pipe with ribbing
Lower surface inside pipe, makes both closely be engaged, and the both ends of oblique pull screw rod are stretched out from wall respectively, the upper one end of oblique pull screw rod
It is cased with steel corbel and pier nose cushion block and is fixed by nut, the lower end thereof of oblique pull screw rod is cased with billet and pier nose cushion block and led to
Nut is crossed to fix；The supporting plate is located at steel corbel top, is connected between supporting plate and steel corbel by threaded rod, adjustable nut
It is placed on the threaded rod between supporting plate and steel corbel；The supporting plate is provided with transverse baffle, to prevent in support platform
Crossbeam drops or produced lateral displacement；Spring shim is provided between the supporting plate and steel corbel, is caused with alleviating tower body motion
Dynamic impact load pass to wall.
As shown in Fig. 2 the oblique pull screw rod 2 is symmetrically arranged at the hole position of inside steel plate of steel corbel 1, hole position and oblique pull
The quantity of screw rod 2 can determine according to force analysis, first the hole position of steel corbel 1 be alignd with the hole position of wall 10 during installation, oblique pull spiral shell
Then pier nose cushion block 4 is put oblique pull screw rod 2 and nut 5 through the endoporus of sleeve pipe 3 with ribbing and steel corbel 1 by bar 2, can during installation
It is symmetrically installed successively under upper, tightens nut 5 after the positioning of steel corbel 1, steel corbel 1 is close to the surface of wall 10.
As shown in figure 3, the supporting plate 7 is arranged at the top of steel corbel 1, threaded rod 8 is first passed through into steel when supporting plate 7 is installed
The top hole position of bracket 1, puts adjustable nut 9 and supporting plate 7, and supporting plate 7 sets symmetrical threaded hole position, itself and steel corbel
The hole position alignment on 1 top, is then made its up and down motion by rotating adjustable nut 9 according to the level requirement of setting, is realized with this
Leveling to supporting plate 7.
As shown in figure 4, the pier nose cushion block 4 is the special anchorage that inclined-plane carries hole position, diameter and the oblique pull screw rod 2 of hole position
Diameter is consistent, and the angle of hole position is consistent with the angle of wall hole position.
The hole position quantity of described oblique pull screw rod 2 is not limited to the quantity of above-described embodiment, should determine hole according to force analysis
Position diameter and quantity, the diameter of oblique pull screw rod 2 are less than the oblique hole position in wall 1, oblique pull screw rod 2 can be made conveniently to penetrate with ribbing
Sleeve pipe 3, included angle also should not be excessive, can be according to the stress of specific wall steel bar arrangement, oblique pull screw rod 2 and steel corbel 1
Energy etc. is comprehensive to be determined.
The shape of the steel corbel 1 can add deep floor, and this is converted as one kind of embodiment.
Steel corbel is set to be fixed together by bolted connection with wall, dismounting is easy for assembly；Due to angularly disposed,
And inside pipe casing carries rib line, oblique pull screw rod can be made to produce friction counterforce with sleeve pipe under a stretching force, can also make to mix in addition
Solidifying cob wall body provides reaction of bearing, improves the bearing capacity of whole support platform comprehensively；Secondly, in order to avoid once mounting flatness
The problem of being difficult to adjustment, adjusting support board is addition of, the performance that can make support platform by these technological improvements more safely may be used
Lean on.
Claims (3)
- A kind of 1. combined type support platform of high-building construction tower crane, it is characterised in that：It include steel corbel, oblique pull screw rod, Sleeve pipe, pier nose cushion block, nut, billet, supporting plate, threaded rod, adjustable nut and wall with ribbing；The sleeve pipe with ribbing is oblique pre- Be embedded in wall, oblique pull screw rod is located at the lower surface of inside pipe casing with ribbing through sleeve pipe with ribbing, the both ends of oblique pull screw rod respectively from Wall stretches out, and the upper one end of oblique pull screw rod is cased with steel corbel and pier nose cushion block and fixed by nut, the bottom of oblique pull screw rod One end is cased with billet and pier nose cushion block and fixed by nut；The supporting plate is located at steel corbel top, supporting plate and steel ox Connected between leg by threaded rod, adjustable nut is placed on the threaded rod between supporting plate and steel corbel.
- 2. the combined type support platform of high-building construction tower crane according to claim 1, it is characterised in that：The support Plate is provided with transverse baffle.
- 3. the combined type support platform of high-building construction tower crane according to claim 1, it is characterised in that：The support Spring shim is provided between plate and steel corbel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510283940.0A CN106276640B (en) | 2015-05-29 | 2015-05-29 | The combined type support platform of high-building construction tower crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510283940.0A CN106276640B (en) | 2015-05-29 | 2015-05-29 | The combined type support platform of high-building construction tower crane |
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| Publication Number | Publication Date |
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| CN106276640A CN106276640A (en) | 2017-01-04 |
| CN106276640B true CN106276640B (en) | 2017-12-29 |
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| CN201510283940.0A Active CN106276640B (en) | 2015-05-29 | 2015-05-29 | The combined type support platform of high-building construction tower crane |
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| CN110565676A (en) * | 2019-08-01 | 2019-12-13 | 中交二公局第二工程有限公司 | Cantilever type tower crane foundation structure and construction method thereof |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2125872A (en) * | 1982-08-13 | 1984-03-14 | Keyworthy Limited | Attachment of scaffolding or like structures to buildings |
| KR20090002041U (en) * | 2007-08-28 | 2009-03-04 | 강혜영 | Install bracket of dropping prevention net |
| JP4851165B2 (en) * | 2005-11-01 | 2012-01-11 | 敬 橋口 | Scaffolding support |
| CN102992210A (en) * | 2012-12-24 | 2013-03-27 | 从卫民 | Assembly-available tower crane platform base attached to wall body |
| CN103072906A (en) * | 2013-01-16 | 2013-05-01 | 广州建筑股份有限公司 | Connecting device of inner climbing type tower crane and building structure and construction method utilizing same |
| CN203295079U (en) * | 2013-04-26 | 2013-11-20 | 中昇建机(南京)重工有限公司 | External mounting type inner climbing support device of tower crane for super high-rise building |
| CN203373956U (en) * | 2013-05-30 | 2014-01-01 | 许东强 | Overhanging steel pipe scaffold supporting steel pipe fixing piece with H-shaped steel |
| CN203499236U (en) * | 2013-10-14 | 2014-03-26 | 吴强 | Novel wall-attaching support base |
| CN203998719U (en) * | 2014-03-20 | 2014-12-10 | 中国建筑第六工程局有限公司 | A kind of high-building construction tower crane adheres to uses shaped steel anchor structure |
| CN204024042U (en) * | 2014-05-21 | 2014-12-17 | 中国建筑第八工程局有限公司 | Bracket climbs |
| CN204675698U (en) * | 2015-05-29 | 2015-09-30 | 上海宝冶集团有限公司 | The compound type support platform of high-building construction tower crane |
| CN105064670A (en) * | 2015-07-31 | 2015-11-18 | 北京建工路桥工程建设有限责任公司 | Exterior wall suspension board pouring form board erecting support |
-
2015
- 2015-05-29 CN CN201510283940.0A patent/CN106276640B/en active Active
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2125872A (en) * | 1982-08-13 | 1984-03-14 | Keyworthy Limited | Attachment of scaffolding or like structures to buildings |
| JP4851165B2 (en) * | 2005-11-01 | 2012-01-11 | 敬 橋口 | Scaffolding support |
| KR20090002041U (en) * | 2007-08-28 | 2009-03-04 | 강혜영 | Install bracket of dropping prevention net |
| CN102992210A (en) * | 2012-12-24 | 2013-03-27 | 从卫民 | Assembly-available tower crane platform base attached to wall body |
| CN103072906A (en) * | 2013-01-16 | 2013-05-01 | 广州建筑股份有限公司 | Connecting device of inner climbing type tower crane and building structure and construction method utilizing same |
| CN203295079U (en) * | 2013-04-26 | 2013-11-20 | 中昇建机(南京)重工有限公司 | External mounting type inner climbing support device of tower crane for super high-rise building |
| CN203373956U (en) * | 2013-05-30 | 2014-01-01 | 许东强 | Overhanging steel pipe scaffold supporting steel pipe fixing piece with H-shaped steel |
| CN203499236U (en) * | 2013-10-14 | 2014-03-26 | 吴强 | Novel wall-attaching support base |
| CN203998719U (en) * | 2014-03-20 | 2014-12-10 | 中国建筑第六工程局有限公司 | A kind of high-building construction tower crane adheres to uses shaped steel anchor structure |
| CN204024042U (en) * | 2014-05-21 | 2014-12-17 | 中国建筑第八工程局有限公司 | Bracket climbs |
| CN204675698U (en) * | 2015-05-29 | 2015-09-30 | 上海宝冶集团有限公司 | The compound type support platform of high-building construction tower crane |
| CN105064670A (en) * | 2015-07-31 | 2015-11-18 | 北京建工路桥工程建设有限责任公司 | Exterior wall suspension board pouring form board erecting support |
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| CN106276640A (en) | 2017-01-04 |
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