CN106495026A - Attachment built temporarily by construction tower crane - Google Patents
Attachment built temporarily by construction tower crane Download PDFInfo
- Publication number
- CN106495026A CN106495026A CN201710013129.XA CN201710013129A CN106495026A CN 106495026 A CN106495026 A CN 106495026A CN 201710013129 A CN201710013129 A CN 201710013129A CN 106495026 A CN106495026 A CN 106495026A
- Authority
- CN
- China
- Prior art keywords
- anchoring ring
- tower body
- pedestal
- tower crane
- tower
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/16—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes with jibs supported by columns, e.g. towers having their lower end mounted for slewing movements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
- B66C23/72—Counterweights or supports for balancing lifting couples
- B66C23/74—Counterweights or supports for balancing lifting couples separate from jib
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to attachment built by a kind of construction tower crane temporarily, including tower crane tower body, also include at least two attachment pedestals for being located at tower crane tower body homonymy, pedestal anchoring ring is fixed with described attachment pedestal, tower body anchoring ring I is fixed with the position being generally aligned in the same plane with described pedestal anchoring ring on described tower crane tower body, described tower crane tower body is further fixed on tower body anchoring ring II above or below tower body anchoring ring I, wherein two horizontal Anchored Bars are at least hinged between tower body anchoring ring I and each pedestal anchoring ring, fix bar is fixed between horizontal Anchored Bar in adjacent pedestal anchoring ring, oblique Anchored Bar is hinged between described fix bar and described tower body anchoring ring II.The present invention sets up firmly, can set up for deep basal pit and foundation ditch periphery narrow and small place, efficiently solves the problems, such as that tower crane is reinforced.
Description
Technical field
The present invention relates to construction engineering technical field, and in particular to a kind of construction safety device, particularly a kind of construction tower
Hang.
Background technology
In Building Construction, the use of tower crane is indispensable, and with the construction of architectural engineering, the height of tower crane is not
Disconnected increase, risk are also increased therewith, and this is accomplished by setting up rock-steady structure, referred to as tower crane attachment in tower crane relevant position.When need
Will when deep basal pit is installed and has non-demolition of buildings around tower crane and closing foundation ditch, how to arrange tower crane attachment tower crane is carried out plus
Admittedly being a great problem, adhere to for deep-excavation tower crane, attachment built temporarily by a kind of construction tower crane of design, can be good solve
The reinforcing problem of tower crane in deep basal pit.
Content of the invention
The present invention is directed to the deficiencies in the prior art, there is provided attachment built temporarily by a kind of construction tower crane, and this attachment device is taken
If firmly, can set up for deep basal pit and foundation ditch periphery narrow and small place, efficiently solve the problems, such as that tower crane is reinforced.
The present invention is achieved through the following technical solutions：
A kind of construction tower crane is provided and builds attachment temporarily, including tower crane tower body, also include that at least two are located at tower crane tower body homonymy
Attachment pedestal, be fixed with pedestal anchoring ring on described attachment pedestal, anchor with described pedestal on described tower crane tower body
Be fixed with tower body anchoring ring I at the position that ring is generally aligned in the same plane, described tower crane tower body the top of tower body anchoring ring I or under
Side is further fixed on tower body anchoring ring II, is wherein at least hinged with two levels between tower body anchoring ring I and each pedestal anchoring ring
Anchored Bar, is fixed with fix bar, described fix bar and described tower between the horizontal Anchored Bar in adjacent pedestal anchoring ring
Oblique Anchored Bar is hinged between body anchoring ring II.
Connected by horizontal Anchored Bar between the stand anchoring ring and tower body anchoring ring I of tower crane tower body of attachment pedestal, filled
Divide the stability using triangle, strengthen the stability of tower crane attachment, be hinged in fixed fix bar between horizontal Anchored Bar
The one oblique Anchored Bar and other end of oblique Anchored Bar is hinged with tower body anchoring ring II on tower crane tower body, constitutes vertical plane triangle
Structure, further increases the stability of tower crane attachment.
Preferably, described pedestal anchoring ring, tower body anchoring ring I and tower body anchoring ring II are logical by two adhesion frames
Cross connecting bolt to be spliced.
Pedestal anchoring ring, tower body anchoring ring I and tower body anchoring ring II are set to the splicing of two adhesion frames, convenient dismounting with
Install, and can reuse.
Preferably, be hinged between described tower body anchoring ring I and each pedestal anchoring ring two horizontal Anchored Bars and
Strengthening support is fixed between horizontal Anchored Bar.
Preferably, being fixed with girt between described attachment pedestal.
Girt is fixed pedestal is adhered to, and further enhances the triangular structure stability of pedestal and tower crane tower body.
Preferably, described attachment pedestal is provided with two and symmetrical centered on tower crane tower body.
Two attachment pedestals are set and can meet the requirement of firm tower crane tower body, symmetrical so that structure is attractive in appearance, more
Aesthetic feeling.
Preferably, described horizontal Anchored Bar and oblique Anchored Bar are respectively the horizontal Anchored Bar of adjustable length and can
The oblique Anchored Bar of adjustment length.
Arrange adjustable length horizontal Anchored Bar and adjustable length oblique Anchored Bar, can according to attachment pedestal with
The distance of tower crane tower body may apply to more job sites, with good general applicability adjusting appropriate length.
Preferably, described horizontal Anchored Bar two ends pass through bearing pin respectively between attachment pedestal and tower body anchoring ring I
It is hinged.
Preferably, described oblique Anchored Bar two ends are cut with scissors by bearing pin between fix bar and tower body anchoring ring II respectively
Connect.
Horizontal Anchored Bar is respectively arranged at two ends with pin shaft hole, matches somebody with somebody with the pin shaft hole in pedestal anchoring ring and tower body anchoring ring I
Close, and realize being hinged by inserting bearing pin；Oblique Anchored Bar is respectively arranged at two ends with pin shaft hole, with fix bar on and tower body anchoring
Pin shaft hole on ring II coordinates, and realizes being hinged by inserting bearing pin, conveniently dismantles.
Beneficial effects of the present invention：
First, by being hinged horizontal Anchored Bar and oblique Anchored Bar in tower body anchoring ring I, tower body anchoring ring II and pedestal anchoring ring,
The stability of triangle is made full use of, the security and stability of tower crane is substantially increased；
2nd, the adjustable in length of horizontal Anchored Bar and oblique Anchored Bar, disclosure satisfy that the use of different condition, and the suitability is wide；
3rd, set up firmly, can set up for deep basal pit and foundation ditch periphery narrow and small place, and reusable, efficiently solve
The problem that tower crane is reinforced.
Description of the drawings
Fig. 1 is the top view of the present invention；
Fig. 2 is the front view of the present invention；
Shown in figure：
1st, adhere to pedestal, 2, pedestal anchoring ring, 3, connecting bolt, 4, horizontal Anchored Bar and pedestal anchor interannular bearing pin, 5, level
Anchored Bar, 6, strengthening support, 7, fix bar, 8, oblique Anchored Bar, bearing pin between 9, tower body anchoring ring II and oblique Anchored Bar, 10, tower
Tower crane body, 11, tower body anchoring ring II, 12, girt, 13, tower body anchoring ring I.
Specific embodiment
For the technical characterstic of this programme clearly can be described, below by specific embodiment, this programme is illustrated.
A kind of construction tower crane is provided and builds attachment temporarily, including tower crane tower body 10, also include that at least two are located at tower crane tower
The attachment pedestal 1 of 10 homonymy of body, is fixed with girt 12 between attachment pedestal 1, attachment pedestal 1 can arrange two, three
Even more many, as one embodiment of the present invention, as shown in figure 1, being provided with two attachment pedestals 1 and with tower crane tower body 10 being
Centrosymmetry is distributed；
Pedestal anchoring ring 2 is fixed with described attachment pedestal 1, with described pedestal anchoring ring 2 on described tower crane tower body 10
Tower body anchoring ring I13 is fixed with the position being generally aligned in the same plane, and described tower crane tower body 10 is in the top of tower body anchoring ring I13
Or lower section is further fixed on tower body anchoring ring II11, as one embodiment of the present invention, as shown in Fig. 2 tower body anchoring ring
II11 is located at the top of tower body anchoring ring I13, and described pedestal anchoring ring 1, tower body anchoring ring I13 and tower body anchoring ring II11 are equal
It is spliced by connecting bolt 3 by two adhesion frames, tower crane tower body 10 and attachment pedestal 1 are square structure, pedestal anchor
It is also square that Gu ring 2, tower body anchoring ring I13 and tower body anchoring ring II11 matches therewith, so adhesion frame is half square structure
And by connecting bolt 3 fixed bit, one square structure, certain pedestal anchoring ring 2 can also be other shapes, such as cylindrical,
The shapes such as triangular prism, adhesion frame and 2 matching form of pedestal anchoring ring；
Wherein two horizontal Anchored Bars 5, adjacent base are at least hinged between tower body anchoring ring I13 and each pedestal anchoring ring 2
Fix bar 7, described fix bar 7 and described tower body anchoring ring II11 are fixed between horizontal Anchored Bar 5 in seat anchoring ring 2
Between be hinged with oblique Anchored Bar 8.
Two horizontal Anchored Bars 5 are hinged between described tower body anchoring ring I13 and each pedestal anchoring ring 2 and level is attached
?.
Described horizontal Anchored Bar 5 and oblique Anchored Bar 8 are respectively the horizontal Anchored Bar of adjustable length and scalable is long
The oblique Anchored Bar of degree.
Cut with scissors by bearing pin 4 between pedestal anchoring ring 2 and tower body anchoring ring I13 respectively at described 5 two ends of horizontal Anchored Bar
Connect.
Described 8 two ends of oblique Anchored Bar are hinged by bearing pin 9 between fix bar 7 and tower body anchoring ring II11 respectively.
The present invention can manufacture adhering member according to design drawing, and structure manufacture finishes and starts to install, and installation procedure is such as
Under：
The position for filling attached wall frame on tower crane tower body 10 adds provisional mounting platform, performs installation and prepares.Tower crane tower body is installed
When anchoring ring I13 and tower body anchoring ring II11, first the adhesion frame of 10 side of tower body is hung at the attachment point of tower body（Should make attached
Framework level to sling）, it is fixed on tower crane tower body 10 with iron wire, then second half adhesion frame is sling in place,
Carried out after tower body anchoring ring I13 or tower body anchoring ring II11 that two adhesion frames of determination are spliced into are horizontal again solid
Fixed；If being not in horizontal level, should fix after appropriately adjusting, two lateral frames are linked together splicing with connecting bolt 2
Into tower body anchoring ring I13 or tower body anchoring ring II11.When horizontal Anchored Bar 5 and oblique Anchored Bar 8 are lifted, by horizontal Anchored Bar
5 and oblique Anchored Bar 8 be assembled to Len req on the ground after be hung at attachment point, be aligned adhesion frame on pin shaft hole, beat
Enter to connect bearing pin 4 and bearing pin 9, then adjust again to attachment point adhesion frame, complete to install.
Certainly, described above is also not limited to the example above, the present invention can pass through without the technical characteristic of description or
Realized using prior art, be will not be described here；Above example and accompanying drawing are merely to illustrate technical scheme not
It is limitation of the present invention, reference has preferred embodiment been described in detail to the present invention, the ordinary skill people of this area
Member it should be appreciated that those skilled in the art the present invention essential scope in made change, remodeling, interpolation
Or replace without departure from spirit of the invention, should also belong to the claims of the present invention.
Claims (8)
1. attachment built temporarily by a kind of construction tower crane, including tower crane tower body, it is characterised in that：Also include that at least two are located at tower crane
The attachment pedestal of tower body homonymy, is fixed with pedestal anchoring ring on described attachment pedestal, on described tower crane tower body with described
Tower body anchoring ring I is fixed with the position that pedestal anchoring ring is generally aligned in the same plane, and described tower crane tower body is in tower body anchoring ring I
Above or below be further fixed on tower body anchoring ring II, be wherein at least hinged between tower body anchoring ring I and each pedestal anchoring ring
Two horizontal Anchored Bars, are fixed with fix bar between the horizontal Anchored Bar in adjacent pedestal anchoring ring, described fix bar with
Oblique Anchored Bar is hinged between described tower body anchoring ring II.
2. attachment built temporarily by construction tower crane according to claim 1, it is characterised in that：Described pedestal anchoring ring, tower
Body anchoring ring I and tower body anchoring ring II are spliced by connecting bolt by two adhesion frames.
3. attachment built temporarily by construction tower crane according to claim 1, it is characterised in that：Described tower body anchoring ring I with
It is hinged between each pedestal anchoring ring between two horizontal Anchored Bars and horizontal Anchored Bar and is fixed with strengthening support.
4. attachment built temporarily by construction tower crane according to claim 1, it is characterised in that：Solid between described attachment pedestal
Surely there is girt.
5. attachment built temporarily by construction tower crane according to claim 1, it is characterised in that：Described attachment pedestal is provided with two
Individual and symmetrical centered on tower crane tower body.
6. attachment built temporarily by construction tower crane according to claim 1, it is characterised in that：Described horizontal Anchored Bar and tiltedly
The oblique Anchored Bar of the horizontal Anchored Bar and adjustable length of adjustable length is respectively to Anchored Bar.
7. attachment built temporarily by the construction tower crane according to claim 1 or 6, it is characterised in that：Described horizontal Anchored Bar
Two ends pass through hinge respectively between pedestal anchoring ring and tower body anchoring ring I.
8. attachment built temporarily by the construction tower crane according to claim 1 or 6, it is characterised in that：Described oblique Anchored Bar
Two ends pass through hinge respectively between fix bar and tower body anchoring ring II.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710013129.XA CN106495026B (en) | 2017-01-09 | 2017-01-09 | Construction tower crane temporarily builds attachment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710013129.XA CN106495026B (en) | 2017-01-09 | 2017-01-09 | Construction tower crane temporarily builds attachment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106495026A true CN106495026A (en) | 2017-03-15 |
| CN106495026B CN106495026B (en) | 2019-02-26 |
Family
ID=58345170
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710013129.XA Active CN106495026B (en) | 2017-01-09 | 2017-01-09 | Construction tower crane temporarily builds attachment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106495026B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107826989A (en) * | 2017-11-07 | 2018-03-23 | 中国化学工程第三建设有限公司 | A kind of double tower for indirect cool tower installation hangs the installation method of adhering bar part |
| CN111362155A (en) * | 2020-04-09 | 2020-07-03 | 中国建筑第五工程局有限公司 | Tower crane attachment device |
| CN115973932A (en) * | 2022-12-06 | 2023-04-18 | 中建二局第三建筑工程有限公司 | Size-adjustable universal hoop type tower crane attachment support and construction method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0958975A (en) * | 1995-08-23 | 1997-03-04 | Taisei Corp | Support device with dampting function of crane support |
| CN203079591U (en) * | 2013-01-17 | 2013-07-24 | 浙江禹建建设集团有限公司 | Crane wall-attaching steel-structure switch connection support |
| CN203639005U (en) * | 2013-12-06 | 2014-06-11 | 上海建工五建集团有限公司 | Reinforcing device of tower crane |
| CN203889955U (en) * | 2014-05-12 | 2014-10-22 | 南通庞源机械工程有限公司 | Tower crane attachment device of bridge tower |
| CN204237472U (en) * | 2014-11-12 | 2015-04-01 | 中煤建筑安装工程集团有限公司 | Tower crane is adjustable attachment systems |
| CN204727501U (en) * | 2015-04-20 | 2015-10-28 | 中国建筑第二工程局有限公司 | Tower crane attachment device for complex building |
| CN205397785U (en) * | 2016-03-31 | 2016-07-27 | 海南庞源建筑机械租赁有限公司 | Construction elevator attaches wall interval superelevation subassembly |
| CN206427941U (en) * | 2017-01-09 | 2017-08-22 | 山东华邦建设集团有限公司 | Construction tower crane builds attachment temporarily |
-
2017
- 2017-01-09 CN CN201710013129.XA patent/CN106495026B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0958975A (en) * | 1995-08-23 | 1997-03-04 | Taisei Corp | Support device with dampting function of crane support |
| CN203079591U (en) * | 2013-01-17 | 2013-07-24 | 浙江禹建建设集团有限公司 | Crane wall-attaching steel-structure switch connection support |
| CN203639005U (en) * | 2013-12-06 | 2014-06-11 | 上海建工五建集团有限公司 | Reinforcing device of tower crane |
| CN203889955U (en) * | 2014-05-12 | 2014-10-22 | 南通庞源机械工程有限公司 | Tower crane attachment device of bridge tower |
| CN204237472U (en) * | 2014-11-12 | 2015-04-01 | 中煤建筑安装工程集团有限公司 | Tower crane is adjustable attachment systems |
| CN204727501U (en) * | 2015-04-20 | 2015-10-28 | 中国建筑第二工程局有限公司 | Tower crane attachment device for complex building |
| CN205397785U (en) * | 2016-03-31 | 2016-07-27 | 海南庞源建筑机械租赁有限公司 | Construction elevator attaches wall interval superelevation subassembly |
| CN206427941U (en) * | 2017-01-09 | 2017-08-22 | 山东华邦建设集团有限公司 | Construction tower crane builds attachment temporarily |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107826989A (en) * | 2017-11-07 | 2018-03-23 | 中国化学工程第三建设有限公司 | A kind of double tower for indirect cool tower installation hangs the installation method of adhering bar part |
| CN107826989B (en) * | 2017-11-07 | 2019-04-19 | 中国化学工程第三建设有限公司 | A kind of double tower for indirect cool tower installation hangs the installation method of adhering bar part |
| CN111362155A (en) * | 2020-04-09 | 2020-07-03 | 中国建筑第五工程局有限公司 | Tower crane attachment device |
| CN115973932A (en) * | 2022-12-06 | 2023-04-18 | 中建二局第三建筑工程有限公司 | Size-adjustable universal hoop type tower crane attachment support and construction method thereof |
| CN115973932B (en) * | 2022-12-06 | 2023-06-20 | 中建二局第三建筑工程有限公司 | Universal hoop type tower crane attachment support with adjustable size and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106495026B (en) | 2019-02-26 |
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