CN206188258U - One -piece type tower crane base is consolidated to anti -wind - Google Patents
One -piece type tower crane base is consolidated to anti -wind Download PDFInfo
- Publication number
- CN206188258U CN206188258U CN201621128737.2U CN201621128737U CN206188258U CN 206188258 U CN206188258 U CN 206188258U CN 201621128737 U CN201621128737 U CN 201621128737U CN 206188258 U CN206188258 U CN 206188258U
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- Prior art keywords
- wind
- tower crane
- wind resistance
- crane base
- piece type
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Abstract
The utility model discloses an one -piece type tower crane base is consolidated to anti -wind, include: centre piece, a plurality of bracket beam, a plurality of reinforcing apparatus and anti -wind device, the centre piece includes a plurality of support arms, a plurality of bracket beam connect respectively the centre piece a plurality of support arms, a plurality of reinforcing apparatus are perpendicular fixed connection respectively a plurality of bracket beam's bottom, reinforcing apparatus includes reinforcing pipe, consolidates claw and spiral pipe, consolidate claw fixed connection reinforcing pipe is keeping away from bracket beam's one end. Through above -mentioned mode, the utility model discloses one -piece type tower crane base is consolidated to anti -wind through adopt reinforcing apparatus increase tower crane base holding ability, come dispersion wind -force through adopting the anti -wind device, novel structure, strong, fixed firm, good, the safe and reliable of wind resistance of holding ability have extensive market prospect in one -piece type tower crane base is consolidated to anti -wind's popularization.
Description
Technical field
The utility model is related to tower crane mechanical device field, and more particularly to a kind of wind resistance reinforces one-piece type tower crane base.
Background technology
Tower crane is a kind of crane gear commonly used in construction also known as derrick crane, and in general tower crane presses each portion
Point function can be divided into：Basis, tower body, jacking, revolution, raising, counter-jib, crane arm, trolley, tower top, drivers' cab, luffing
Deng part, the basis of wherein tower crane is the pith for determining whole tower crane firmness.
Existing tower crane base is fixed using simple concreting mode mostly, insecure, easy with fixation
Produce crack, it is windproof it is bad, the shortcomings of easily collapse, be unfavorable for safety in production.
Utility model content
The utility model reinforces one-piece type tower crane base mainly solving the technical problems that providing a kind of wind resistance, by using
Bracing means come increase tower crane base grab ground ability, by disperseing wind-force using wind-proof device, structure is novel, grab ability
By force, fixation, wind resistance are good, safe and reliable, have extensive market in the popularization that wind resistance reinforces one-piece type tower crane base
Prospect.
In order to solve the above technical problems, the utility model provides a kind of wind resistance reinforces one-piece type tower crane base, including：Center
Part, some rack beams, some bracing means and wind-proof device, the central part include some support arms, some rack beams point
Described some support arms of the central part are not connected, and some bracing means are respectively perpendicular and are fixedly connected some rack beams
Bottom, the bracing means includes reinforcing pipe, reinforces pawl and spiral pipe, and the reinforcing pawl is fixedly connected the reinforcing pipe and exists
Away from one end of the rack beams, the inwall of the reinforcing pipe is provided with the spiral lamination being engaged with the sub- pipe of the spiral, described
Spiral pipe is independently arranged at the inside of the reinforcing pipe by spiral lamination described in screens, and the wind-proof device includes some first
Soft of wind resistance and soft of some second wind resistances, soft of some first wind resistances and soft of some second wind resistances are respectively perpendicular connection
At the top of some rack beams.
In one preferred embodiment of the utility model, some support arms are orthogonal to be connected and positioned at same level
On.
In one preferred embodiment of the utility model, some rack beams are located at same level with the central part
On.
In one preferred embodiment of the utility model, the connection side between some rack beams and some support arms
Formula is bolt connection or is slidably connected.
In one preferred embodiment of the utility model, some support arms it is identical with the quantity of some rack beams and
More than or equal to 4.
In one preferred embodiment of the utility model, the reinforcing pawl includes some sub- pawls, and some sub- pawls are hinged
The reinforcing pipe.
In one preferred embodiment of the utility model, the position that the reinforcing pipe is connected with the rack beams is provided with top
Lid, the top cover is hinged the rack beams.
In one preferred embodiment of the utility model, the top of the sub- pipe of spiral is provided with limited block.
In one preferred embodiment of the utility model, soft of first wind resistance and soft of second wind resistance are square
Shape.
In one preferred embodiment of the utility model, plane where soft of first wind resistance is soft with second wind resistance
Plane angulation where piece is 45-90 °.
The beneficial effects of the utility model are：The utility model wind resistance is reinforced one-piece type tower crane base and is filled by using reinforcing
Put increase tower crane base grab ground ability, by disperseing wind-force using wind-proof device, structure is novel, it is strong to grab ground ability, admittedly
Fixed firm, wind resistance is good, safe and reliable, has extensive market prospects in the popularization that wind resistance reinforces one-piece type tower crane base.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme in the utility model embodiment, below will be to needed for embodiment description
The accompanying drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the present utility model
Example is applied, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Other accompanying drawings are obtained, wherein：
Fig. 1 is the structural representation that wind resistance of the present utility model reinforces the preferred embodiment of one-piece type tower crane base one.
Specific embodiment
The technical scheme in the utility model embodiment will be clearly and completely described below, it is clear that described
Embodiment is only a part of embodiment of the present utility model, rather than whole embodiments.Based on the implementation in the utility model
Example, all other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made is belonged to
The scope of the utility model protection.
Fig. 1 is referred to, the utility model embodiment includes：
A kind of wind resistance reinforces one-piece type tower crane base, including：Central part 1, some rack beams 2, some bracing means and anti-
Wind apparatus.
The central part 1 includes some support arms 101, if some rack beams 2 connect the described of the central part 1 respectively
Heavenly Stems and Earthly Branches arm 101, some bracing means are respectively perpendicular the bottom for being fixedly connected some rack beams 2, the bracing means
Including reinforcing pipe 301, reinforce pawl 302 and the sub- pipe 303 of spiral, it is described reinforcing pawl 302 be fixedly connected the reinforcing pipe 301 away from
One end of the rack beams 2, the inwall of the reinforcing pipe 301 is provided with the spiral lamination being engaged with the sub- pipe 303 of the spiral, institute
The inside that the sub- pipe 303 of spiral is independently arranged at the reinforcing pipe 301 by spiral lamination described in screens is stated, it is when mounted, described to add
Gu pipe 301 is inserted in soil, now the sub- pipe 303 of the spiral is received in the reinforcing pipe 301, and resistance is small, fast and easy insertion soil
In, after the reinforcing pipe 301 inserts certain depth, the reinforcing pawl 302 opens and can wrap up more soil and grabbed with strengthening
Ground effect, opens top cover, drives the sub- pipe 303 of the spiral to rotate down using instrument and wraps up more soil, further increases
Add and grabbed ground effect, fixation；The wind-proof device includes some first wind resistances soft 401 and soft of some second wind resistances
402, some first wind resistances soft 401 and some second wind resistances are respectively perpendicular for soft 402 and are connected to some rack beams 2
Top, the first wind resistance soft 401 and the second wind resistance dispersible wind-force for soft 402, prevent wind-force excessive cannot dispersion and cause
Tower crane is toppled over.
Preferably, some support arms 101 are orthogonal connects and in same level.
Preferably, some rack beams 2 are located in same level with the central part 1.
Preferably, the connected mode between some rack beams 2 and some support arms 101 is bolt connection or cunning
Dynamic connection.
Preferably, some support arms 101 are identical with the quantity of some rack beams 2 and more than or equal to 4.
Preferably, the reinforcing pawl 302 includes some sub- pawls, and some sub- pawls are hinged the reinforcing pipe 301.
Preferably, the position that the reinforcing pipe 301 is connected with the rack beams 2 is provided with top cover, and the top cover is hinged institute
State rack beams 2.
Preferably, the top of the sub- pipe 303 of the spiral is provided with limited block, downward for limiting the sub- pipe 303 of the spiral
The extreme lower position of rotation, prevents the sub- pipe 303 of spiral from departing from the reinforcing pipe 301.
Preferably, first wind resistance soft 401 and second wind resistance are rectangle for soft 402.
Preferably, soft 402 place plane institute angulations of soft 401 place planes of first wind resistance and second wind resistance
It is 45-90 ° to spend, and the direction that the first wind resistance soft 401 and the second wind resistance are soft 402 is different, can be used to disperse the wind of different directions
Power, applicability is wide.
The beneficial effect that the utility model wind resistance reinforces one-piece type tower crane base is：
First, ground ability is grabbed by increase tower crane base using bracing means, structure is novel, it is strong, fixed to grab ground ability
Firmly；
2nd, the wind-force of all directions is disperseed by soft of the wind resistance using different directions, wind resistance is good, safe and reliable.
Embodiment of the present utility model is the foregoing is only, the scope of the claims of the present utility model is not thereby limited, it is every
The equivalent structure or equivalent flow conversion made using the utility model description, or directly or indirectly it is used in other phases
The technical field of pass, is similarly included in scope of patent protection of the present utility model.
Claims (10)
1. a kind of wind resistance reinforces one-piece type tower crane base, it is characterised in that including：Central part, some rack beams, some reinforcings dress
Put and wind-proof device, the central part includes some support arms, if some rack beams connect the described of the central part respectively
Heavenly Stems and Earthly Branches arm, some bracing means are respectively perpendicular the bottom for being fixedly connected some rack beams, and the bracing means includes
Reinforcing pipe, reinforcing pawl and spiral pipe, the reinforcing pawl are fixedly connected the reinforcing pipe in the one end away from the rack beams, institute
The inwall for stating reinforcing pipe is provided with the spiral lamination being engaged with the sub- pipe of the spiral, and the spiral pipe passes through spiral described in screens
Line is independently arranged at the inside of the reinforcing pipe, and the wind-proof device includes that soft of some first wind resistances and some second wind resistances are soft
Piece, soft of some first wind resistances and soft of some second wind resistances are respectively perpendicular the top for being connected to some rack beams.
2. wind resistance according to claim 1 reinforces one-piece type tower crane base, it is characterised in that some support arms hang down mutually
It is direct-connected to connect and in same level.
3. wind resistance according to claim 1 reinforces one-piece type tower crane base, it is characterised in that some rack beams and institute
Central part is stated to be located in same level.
4. wind resistance according to claim 1 reinforces one-piece type tower crane base, it is characterised in that some rack beams and institute
The connected mode between some support arms is stated for bolt connection or is slidably connected.
5. wind resistance according to claim 1 reinforces one-piece type tower crane base, it is characterised in that some support arms with it is described
The quantity of some rack beams is identical and more than or equal to 4.
6. wind resistance according to claim 1 reinforces one-piece type tower crane base, it is characterised in that the reinforcing pawl includes some
Sub- pawl, some sub- pawls are hinged the reinforcing pipe.
7. wind resistance according to claim 1 reinforces one-piece type tower crane base, it is characterised in that the reinforcing pipe and the branch
The set a roof beam in place position of connection is provided with top cover, and the top cover is hinged the rack beams.
8. wind resistance according to claim 1 reinforces one-piece type tower crane base, it is characterised in that the top of the sub- pipe of spiral
It is provided with limited block.
9. wind resistance according to claim 1 reinforces one-piece type tower crane base, it is characterised in that soft of first wind resistance and
Soft of second wind resistance is rectangle.
10. wind resistance according to claim 9 reinforces one-piece type tower crane base, it is characterised in that soft of first wind resistance
Soft place plane angulation of place plane and second wind resistance is 45-90 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621128737.2U CN206188258U (en) | 2016-10-18 | 2016-10-18 | One -piece type tower crane base is consolidated to anti -wind |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621128737.2U CN206188258U (en) | 2016-10-18 | 2016-10-18 | One -piece type tower crane base is consolidated to anti -wind |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206188258U true CN206188258U (en) | 2017-05-24 |
Family
ID=58730556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621128737.2U Expired - Fee Related CN206188258U (en) | 2016-10-18 | 2016-10-18 | One -piece type tower crane base is consolidated to anti -wind |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206188258U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086477A (en) * | 2017-12-20 | 2018-05-29 | 江苏沪宁钢机股份有限公司 | A kind of high-altitude anti-dumping steel frame construction and its installation method |
| CN108516477A (en) * | 2018-06-15 | 2018-09-11 | 浙江鸿安建设有限公司 | A kind of skyscraper tower crane engine base being easily installed |
-
2016
- 2016-10-18 CN CN201621128737.2U patent/CN206188258U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086477A (en) * | 2017-12-20 | 2018-05-29 | 江苏沪宁钢机股份有限公司 | A kind of high-altitude anti-dumping steel frame construction and its installation method |
| CN108086477B (en) * | 2017-12-20 | 2023-10-31 | 江苏沪宁钢机股份有限公司 | High-altitude anti-tilting steel frame structure and installation method thereof |
| CN108516477A (en) * | 2018-06-15 | 2018-09-11 | 浙江鸿安建设有限公司 | A kind of skyscraper tower crane engine base being easily installed |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170524 Termination date: 20171018 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |