CN206615941U - A kind of building tower crane - Google Patents
A kind of building tower crane Download PDFInfo
- Publication number
- CN206615941U CN206615941U CN201720186791.0U CN201720186791U CN206615941U CN 206615941 U CN206615941 U CN 206615941U CN 201720186791 U CN201720186791 U CN 201720186791U CN 206615941 U CN206615941 U CN 206615941U
- Authority
- CN
- China
- Prior art keywords
- cuff
- column foot
- buckle
- tower crane
- snap ring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Duct Arrangements (AREA)
Abstract
The utility model discloses a kind of building tower crane, including tower body and column foot, ring flange is provided with described column foot, the tower body is connected by ring flange with column foot, if described column foot outer sheath is provided with dried layer cuff, it is socketed successively if the dried layer cuff is ascending, described each cuff is in concave structure, buckle is provided with one end of cuff, the other end is provided with the snap ring being engaged with buckle, described two cuffs being engaged can be fixedly connected by the cooperation of buckle and snap ring, lower end positioned at the buckle and the snap ring is additionally provided with baffle plate, the junction stress concentration of adjacent two layers cuff was so both prevented and had been located along the same line, strengthen adjacent two layers cuff bonding strength；Effect that can also be by projection and baffle plate between the two, can effectively prevent tower body from making its force localization in operation process and in the cuff in same direction, and then strengthen adjacent two layers cuff bonding strength.
Description
Technical field
The utility model is related to a kind of Architectural Equipment, more particularly, to a kind of building tower crane.
Background technology
Existing tower crane is before erection, it is necessary to one basis of concrete one-piece casting be used in position yet to be built, then by tower
Hang on the basis of being fixed on, but the column foot size of one-piece casting is fixed, and can not change the size on basis after the completion of pouring again, if needed
Change the size on basis, it is necessary to pour again, and the basis poured can only just discard cost of idleness.This kind of coagulation
The basis of native one-piece casting be not easy to movement, it is impossible to pour in advance, can only cast in situs, extend the duration.
Utility model content
The utility model primarily directed to above mentioned problem there is provided one kind can pre-production, be easy to it is mobile, can be according to making
With carrying out assembled in situ the need for size, save cost and shorten the duration, meanwhile, a kind of building of tower crane fixing intensity can be improved
Tower crane.
The utility model solve the technical scheme that is used of above-mentioned technical problem for：A kind of building tower crane, including tower body and
Ring flange is provided with column foot, described column foot, the tower body is connected by ring flange with column foot, is arranged on the outside of described column foot
If there is dried layer cuff, it is socketed successively if the dried layer cuff is ascending, described each cuff is in concave structure, in hoop
One end of set is provided with buckle, and the other end is provided with the snap ring being engaged with buckle, and described two cuffs being engaged can be by buckle
Cooperation with snap ring is fixedly connected, and the lower end positioned at the buckle and the snap ring is additionally provided with baffle plate.
Further, the junction per two layers adjacent of cuff is in and mutually staggered.
Further, the ring flange and the integral moulding by casting of column foot.
Further, the cuff is additionally provided with projection, and the projection is located at the center of the outer surface of cuff.
Further, the height of the projection is less than the height of baffle plate.
Further, the outer surface of the cuff is provided with the company with fit depressions on groove, the inner surface of the cuff
Block is connect, it is described to be fixed per two adjacent cuffs by the cooperation of groove and contiguous block.
1 in summary, and the beneficial effects of the utility model are：1st, column foot and cuff from level to level, which can precoat, forms
The volume and weight of type, column foot and cuff from level to level is basic smaller than one-piece casting, is readily transported, transports base to be built
The place stood, according to using required size, is arranged the cuff of corresponding number, is readily transported, shortens the duration successively on the outside of column foot
；2nd, the junction per two layers adjacent of cuff can so prevent the junction stress concentration of adjacent two layers cuff in mutually staggering
And be located along the same line, strengthen adjacent two layers cuff bonding strength；3rd, baffle plate is additionally provided with the lower end of buckle and the snap ring,
The cuff is additionally provided with projection, and the projection is located at the center of the outer surface of cuff, can so pass through projection and baffle plate two
Effect between person, can effectively prevent tower body from making its force localization and the hoop in same direction in operation process
Put, and then strengthen adjacent two layers cuff bonding strength；4th, the outer surface of the cuff is provided with groove, the interior table of the cuff
It is described to be fixed per two adjacent cuffs by the cooperation of groove and contiguous block with the contiguous block of fit depressions on face,
So can be effectively spacing to being carried out per adjacent two layers of cuff, at the same cuff can be also stressed it is scattered, so as to strengthen
Adjacent two layers cuff bonding strength.
Brief description of the drawings
2 Fig. 1 are embodiment overall work structure chart；
3 Fig. 2 are the tower-base structure schematic diagram of embodiment；
4 Fig. 3 are the structural representation of embodiment cuff.
In 5 figures：Tower body 1, column foot 2, ring flange 3, cuff 4, buckle 5, snap ring 6, projection 7, baffle plate 8, groove 9, contiguous block
10。
Embodiment
6 in order to more fully understand content of the present utility model, make furtherly with reference to specific embodiments and the drawings
It is bright.It should be understood that these embodiments are only used for further illustrating the utility model, rather than limit model of the present utility model
Enclose.In addition, it is to be understood that after content described in the utility model has been read, person skilled in art makes to the utility model
Some nonessential changes or adjustment, still fall within protection domain of the present utility model.
7 embodiments 1
As Figure 1-3, a kind of building tower crane that the present embodiment is provided, including tower body 1 and column foot 2, described column foot
On be provided with ring flange 3, the tower body 1 is connected by ring flange 3 with column foot 2, if the described outer sheath of column foot 2 be provided with dried layer hoop
Set 4, is socketed successively if the dried layer cuff 4 is ascending, and described each cuff is in concave structure, the one of cuff 4
End is provided with buckle 5, and the other end is provided with the snap ring 6 being engaged with buckle 5, and described two cuffs 4 being engaged can pass through the He of buckle 5
The cooperation of snap ring 6 is fixedly connected, and baffle plate 8 is additionally provided with positioned at the lower end of the buckle 5 and the snap ring 6, described per adjacent
Two layers of cuff 4 junction in mutually staggering, the ring flange 3 and the integral moulding by casting of column foot 2, the cuff 4 are also set
There is projection 7, the projection 7 is located at the center of the outer surface of cuff 4, and the height of the projection 7 is less than the height of baffle plate 8, described
The outer surface of cuff 4 is provided with the contiguous block 10 being engaged on groove 9, the inner surface of the cuff 4 with groove 9, described per phase
Two adjacent cuffs 4 are fixed by the cooperation of groove 9 and contiguous block 10.
A kind of building tower crane that the present embodiment is provided, its column foot 2 and cuff 4 from level to level can precoat injection forming,
Column foot 2 and the volume and weight of cuff from level to level are basic smaller than one-piece casting, are readily transported, transport base station to be built
Place, according to using required size, be arranged the cuff 4 of corresponding number successively in the outside of column foot 2, be readily transported, shorten the duration
；Junction per adjacent two layers of cuff 4 can so prevent the junction stress concentration of adjacent two layers cuff 4 in mutually staggering
And be located along the same line, the bonding strength of enhancing adjacent two layers cuff 4；Baffle plate is additionally provided with the lower end of buckle 5 and the snap ring 6
8, the cuff 4 is additionally provided with projection 7, and the projection 7 is located at the center of the outer surface of cuff 4, can so pass through the He of projection 7
The effect of baffle plate 8 between the two, can effectively prevent tower body 1 from making its force localization in operation process and positioned at same side
In upward cuff 4, and then strengthen the bonding strength of adjacent two layers cuff 4；The outer surface of the cuff 4 is provided with groove 9, described
The contiguous block 10 being engaged on the inner surface of cuff 4 with groove 9, it is described to pass through groove 9 and contiguous block per two adjacent cuffs 4
10 cooperation is fixed, so can effectively to per adjacent two layers of cuff 4 carry out it is spacing, while also can by cuff 4 by
It is scattered to stress, so as to strengthen the bonding strength of adjacent two layers cuff 4.
Specific embodiment described herein is only to design explanation for example of the present utility model.The utility model
Person of ordinary skill in the field can make various modifications or supplement to described specific embodiment or use class
As mode substitute, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Claims (6)
1. a kind of building tower crane, including tower body（1）And column foot（2）, it is characterised in that it is provided with ring flange on described column foot
（3）, the tower body（1）Pass through ring flange（3）With column foot（2）Connection, described column foot（2）If outer sheath is provided with dried layer cuff
（4）If, the dried layer cuff（4）Ascending to be socketed successively, described each cuff is in concave structure, in cuff（4）
One end be provided with buckle（5）, the other end is provided with and buckle（5）The snap ring being engaged（6）, described two cuffs being engaged（4）
Buckle can be passed through（5）And snap ring（6）Cooperation be fixedly connected, positioned at the buckle（5）With the snap ring（6）Lower end also
Provided with baffle plate（8）.
2. a kind of building tower crane according to claim 1, it is characterised in that described per two layers adjacent of cuff（4）'s
Junction is in mutually to stagger.
3. a kind of building tower crane according to claim 1, it is characterised in that the ring flange（3）With column foot（2）Integrally pour
Injection forming.
4. a kind of building tower crane according to claim 2, it is characterised in that the cuff（4）Be additionally provided with projection（7）,
The projection（7）Positioned at cuff（4）Outer surface center.
5. a kind of building tower crane according to claim 4, it is characterised in that the projection（7）Height be less than baffle plate（8）
Height.
6. a kind of building tower crane according to claim 4, it is characterised in that the cuff（4）Outer surface provided with recessed
Groove（9）, the cuff（4）Inner surface on groove（9）The contiguous block being engaged（10）, it is described per two adjacent cuffs
（4）Pass through groove（9）And contiguous block（10）Cooperation be fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720186791.0U CN206615941U (en) | 2017-02-28 | 2017-02-28 | A kind of building tower crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720186791.0U CN206615941U (en) | 2017-02-28 | 2017-02-28 | A kind of building tower crane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206615941U true CN206615941U (en) | 2017-11-07 |
Family
ID=60231407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720186791.0U Expired - Fee Related CN206615941U (en) | 2017-02-28 | 2017-02-28 | A kind of building tower crane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206615941U (en) |
-
2017
- 2017-02-28 CN CN201720186791.0U patent/CN206615941U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207290418U (en) | One kind goes out muscle side mould seal and goes out muscle mould | |
| CN106759883A (en) | The tower crane construction method of large-scale steel structure air cooling tower | |
| CN105220619A (en) | A kind of method of quick manufacture two-wire nose circle solid pier | |
| CN206780615U (en) | A kind of layer-stepping mould of laminated floor slab | |
| CN206337827U (en) | A kind of slim-lined construction post automatic vibrating device | |
| CN206615941U (en) | A kind of building tower crane | |
| CN207747197U (en) | A kind of prefabricated wind power tower equipmentization mold of high-precision | |
| CN207958977U (en) | A kind of device to bind for bridge hollow pier | |
| CN207727438U (en) | A kind of big segment double-template system of self-crawling type for bridge tower construction | |
| CN206360348U (en) | A kind of stair prefabricated mould | |
| CN207129883U (en) | A kind of ultra-large type penstock stiffening ring lifting device | |
| CN106911114B (en) | A kind of detachable power cable ant proof plugging device | |
| CN210477335U (en) | Precast box culvert concreting equipment | |
| CN205369905U (en) | Improved generation chimney template structure | |
| CN107214296A (en) | A kind of large diesel engine exterior mold bottom plate | |
| CN206123902U (en) | A light -duty side form system for precast concrete wall panel production | |
| CN204326351U (en) | A kind of hollow brick for building | |
| CN208882884U (en) | A kind of assembled architecture building materials feeding device | |
| CN206952094U (en) | A kind of large diesel engine exterior mold bottom plate | |
| CN207959193U (en) | It is a kind of exempt from dismount plate steel reinforcement cage decentralization beat tip device | |
| CN207861754U (en) | A kind of architectural engineering hoist base | |
| CN207526109U (en) | Hole blocking device penetrating through vertical pipe of floor slab | |
| CN206244220U (en) | A kind of frame support for elevator | |
| CN206346496U (en) | A kind of reinforcing bar tied silk fixed support | |
| CN105714845B (en) | A kind of device of Fast Installation cement kiln end pylon pre-embedded bolt |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171107 Termination date: 20180228 |