CN102815631A - Plug-in tower crane support frame - Google Patents
Plug-in tower crane support frame Download PDFInfo
- Publication number
- CN102815631A CN102815631A CN2012102902561A CN201210290256A CN102815631A CN 102815631 A CN102815631 A CN 102815631A CN 2012102902561 A CN2012102902561 A CN 2012102902561A CN 201210290256 A CN201210290256 A CN 201210290256A CN 102815631 A CN102815631 A CN 102815631A
- Authority
- CN
- China
- Prior art keywords
- tower crane
- supporting
- bracing frame
- hanging type
- external hanging
- 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
Images
Abstract
The invention discloses a plug-in tower crane support frame, comprising an upper support structure and a lower support structure. The upper support structure and the lower support structure respectively comprise two support beams connected through a secondary beam; one end of the support beam is connected with embedded parts; external sides of the two support beams are connected with horizontal support rods; the upper part of the support beam of the lower support structure is connected with a diagonal member; and the lower part of the support beam of the upper support structure is connected with a stay bar. The support frame can be used in lifting construction of the tower crane, avoid waste of standard sections of the tower crane, reduce the construction cost and avoid the influence on the construction of the substructure, and is helpful to improve the construction schedule.
Description
Technical field
The present invention relates to the bracing or strutting arrangement of building tower crane, particularly relate to a kind of external hanging type tower crane bracing frame.
Background technology
In the construction of Steel Structure Installation, tower crane is its main construction machinery and equipment, and the vital function that rises therein.At present, in various Construction of Steel Structure scene, especially in the high-building construction, tower crane mainly contains inner climbing type and two kinds of mounting meanss of external hanging type, and its mounting means needs specifically to select according to architecture structure form.
At present; External hanging type tower crane major part is to adopt adhesion type, promptly takes root from the basis, ground, adds up to promote with the tower crane standard knot; Use then and adhere to attaching parts and carry out being connected of tower crane standard knot and structure; This way makes the vacant waste of bottom standard knot, and has influenced the construction of specialties such as bottom civil engineering, curtain wall and decoration, and then influences the integral construction progress
Summary of the invention
The purpose of this invention is to provide a kind of lifting that can be used for tower crane constructs, avoids the waste of tower crane standard knot, reduces construction cost, avoids the influence that bottom section is constructed, the external hanging type tower crane bracing frame that helps to improve construction speed.
The objective of the invention is to realize through following technical scheme:
External hanging type tower crane bracing frame of the present invention; Comprise upper strata supporting construction and lower layer support structure; Said upper strata supporting construction and lower layer support structure comprise two supporting traverses respectively; Connect through secondary beam between two supporting traverses, an end of said supporting traverse is connected with built-in fitting, and the outside of said two supporting traverses is connected with horizontal support bar;
The top of the supporting traverse of said lower layer support structure is connected with digonal link, and the bottom of the supporting traverse of said upper strata supporting construction is connected with strut.
Technical scheme by the invention described above provides can be found out; External hanging type tower crane bracing frame provided by the invention; Owing to comprise upper strata supporting construction and lower layer support structure, said upper strata supporting construction and lower layer support structure comprise two supporting traverses respectively, connect through secondary beam between two supporting traverses; One end of said supporting traverse is connected with built-in fitting, and the outside of said two supporting traverses is connected with horizontal support bar; The top of the supporting traverse of said lower layer support structure is connected with digonal link, and the bottom of the supporting traverse of said upper strata supporting construction is connected with strut.Be used for the lifting construction of tower crane, can avoid the tower crane standard knot waste, reduce construction cost, avoid to the bottom section construction influence, help to improve construction speed.
Description of drawings
The facade structures scheme drawing of the external hanging type tower crane bracing frame that Fig. 1 provides for the embodiment of the invention;
The planar structure scheme drawing of the external hanging type tower crane bracing frame that Fig. 2 provides for the embodiment of the invention.
Among the figure: 1, upper strata supporting construction, 2, the lower layer support structure, 3, digonal link, 4, strut, 5, jacking bracket, 6, supporting traverse, 7, secondary beam, 8, long horizontal support bar, 9, short horizontal support bar.
The specific embodiment
To do to describe in detail further to the embodiment of the invention below.
External hanging type tower crane bracing frame of the present invention, its preferable specific embodiment is:
Comprise upper strata supporting construction and lower layer support structure; Said upper strata supporting construction and lower layer support structure comprise two supporting traverses respectively; Connect through secondary beam between two supporting traverses; One end of said supporting traverse is connected with built-in fitting, and the outside of said two supporting traverses is connected with horizontal support bar;
The top of the supporting traverse of said lower layer support structure is connected with digonal link, and the bottom of the supporting traverse of said upper strata supporting construction is connected with strut.
Said horizontal support bar comprises long horizontal support bar and short horizontal support bar; One end of said long horizontal support bar is connected with the end of said supporting traverse; One end of said short horizontal support bar is connected with the middle part of said supporting traverse, and said long horizontal support bar is connected with built-in fitting respectively with the other end of short horizontal support bar.
One end of said digonal link is connected with the end of said supporting traverse, and the other end of said digonal link is connected with built-in fitting.
One end of said strut is connected with the end of said supporting traverse, and the other end of said strut is connected with built-in fitting.
The supporting traverse of said upper strata supporting construction is provided with hydraulic jack, jacking bracket.
Be provided with between said built-in fitting and its bonded assembly member and be connected bracket.
Said pull bar adopts round steel pipe, and said supporting traverse adopts the box girder steel, and said secondary beam adopts H shaped steel to connect, and said jacking bracket is located at the junction of said supporting traverse and secondary beam.
This external hanging type tower crane bracing frame is provided with supporting tower crane outer frame and the climbing ladder of climbing that climb.
External hanging type tower crane bracing frame of the present invention, through the appropriate design of support beam, making becomes stable bracing frame, and lifting jack and climbing ladder are set on bracing frame, is used for the lifting construction of tower crane, can realize the free jacking of plug-in tower crane.The recycle of bracing frame can reduce the production quantity of bracing frame, avoids the bottom that the tower crane standard knot is set, and avoids the waste of tower crane standard knot, has saved material, has effectively improved operating efficiency.Can be used in the Construction of Steel Structure, plug-in tower crane is promoted and fixes.
Specific embodiment:
Like Fig. 1, shown in 2, comprising: supporting traverse, secondary beam, digonal link, horizontal support bar, strut etc. also comprise the supporting tower crane outer (not shown) such as frame of climbing of climbing.
Tower crane need in time convert the operating mode of climbing to after finishing using under the unattached height operating mode.At first predetermined attachment point position according to the tower machine, when construction, pre-buried good attachment device built-in fitting, the dowel of the pre-embedded steel slab of built-in fitting should be firm with the reinforcing bar spot welding of original design, is shifted when preventing casting and compacting of concrete.To connect bracket then and be welded on the pre-embedded steel slab, must strict location and the absolute altitude of controlling bracket
After the bracket welding is good, utilize the ZSL1000 tower crane that the lower layer support crossbeam is installed earlier, the supporting traverse level is sling; Slowly winch to supporting traverse built-in fitting place; Hole, insertion are connected bearing pin, adopt cable wind rope also to cooperate the levelness of cucurbit adjustment supporting traverse, guarantee that levelness is in 1 ‰.The drawknot position of cable wind rope is adjusted according to actual conditions.
After the supporting traverse installation, the vertical load-carrying construction of pylon---digonal link and secondary beam need be installed immediately, make it become a stable framework.
Lower floor's horizontal support bar is installed; After treating that lower floor's pylon structure is accomplished installation, adopt identical method that the upper strata supporting traverse is installed, the upper strata supporting traverse is installed strut after accomplishing and installing immediately; Install level beam and horizontal support bar at last, the installation of external hanging type tower crane bracing frame.
The above; Be merely the preferable specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, any technical personnel of being familiar with the present technique field is in the technical scope that the present invention discloses; The variation that can expect easily or replacement all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claims.
Claims (8)
1. external hanging type tower crane bracing frame; It is characterized in that; Comprise upper strata supporting construction and lower layer support structure, said upper strata supporting construction and lower layer support structure comprise two supporting traverses respectively, connect through secondary beam between two supporting traverses; One end of said supporting traverse is connected with built-in fitting, and the outside of said two supporting traverses is connected with horizontal support bar;
The top of the supporting traverse of said lower layer support structure is connected with digonal link, and the bottom of the supporting traverse of said upper strata supporting construction is connected with strut.
2. external hanging type tower crane bracing frame according to claim 1; It is characterized in that; Said horizontal support bar comprises long horizontal support bar and short horizontal support bar; One end of said long horizontal support bar is connected with the end of said supporting traverse, and an end of said short horizontal support bar is connected with the middle part of said supporting traverse, and said long horizontal support bar is connected with built-in fitting respectively with the other end of short horizontal support bar.
3. external hanging type tower crane bracing frame according to claim 2 is characterized in that an end of said digonal link is connected with the end of said supporting traverse, and the other end of said digonal link is connected with built-in fitting.
4. external hanging type tower crane bracing frame according to claim 3 is characterized in that an end of said strut is connected with the end of said supporting traverse, and the other end of said strut is connected with built-in fitting.
5. according to each described external hanging type tower crane bracing frame of claim 1 to 4, it is characterized in that the supporting traverse of said upper strata supporting construction is provided with hydraulic jack, jacking bracket.
6. external hanging type tower crane bracing frame according to claim 5 is characterized in that, is provided with between said built-in fitting and its bonded assembly member to be connected bracket.
7. external hanging type tower crane bracing frame according to claim 6; It is characterized in that said pull bar adopts round steel pipe, said supporting traverse adopts the box girder steel; Said secondary beam adopts H shaped steel to connect, and said jacking bracket is located at the junction of said supporting traverse and secondary beam.
8. external hanging type tower crane bracing frame according to claim 7 is characterized in that, this external hanging type tower crane bracing frame is provided with supporting tower crane outer frame and the climbing ladder of climbing that climb.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210290256.1A CN102815631B (en) | 2012-08-15 | 2012-08-15 | Plug-in tower crane support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210290256.1A CN102815631B (en) | 2012-08-15 | 2012-08-15 | Plug-in tower crane support frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102815631A true CN102815631A (en) | 2012-12-12 |
| CN102815631B CN102815631B (en) | 2015-08-05 |
Family
ID=47300146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210290256.1A Active CN102815631B (en) | 2012-08-15 | 2012-08-15 | Plug-in tower crane support frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102815631B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103896165A (en) * | 2014-02-28 | 2014-07-02 | 中建钢构有限公司 | Suspension type outside climbing tower crane supporting system and turnover using method thereof |
| CN104477791A (en) * | 2014-12-12 | 2015-04-01 | 中建三局集团有限公司 | Novel tower crane-attached-to-wall attached lattice type support frame auxiliary device |
| CN106429883A (en) * | 2016-10-27 | 2017-02-22 | 上海庞源机械租赁有限公司 | Tower crane foundation used for bridge construction |
| CN108382975A (en) * | 2018-04-17 | 2018-08-10 | 中铁科工集团轨道交通装备有限公司 | A kind of band is servo-actuated single girder retractable sling for container of bracing ring |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB962427A (en) * | 1960-04-28 | 1964-07-01 | Schwing Friedrich Wilh | Improvements in climbing cranes |
| JPH05295742A (en) * | 1992-04-21 | 1993-11-09 | Furii Kogyo Kk | Method for constructing concrete blocks and concrete slope frame |
| US5645395A (en) * | 1995-06-06 | 1997-07-08 | Huang; Hsin-Tsung | Building crane apparatus climbable on building walls |
| CN201473226U (en) * | 2009-09-11 | 2010-05-19 | 廊坊凯博建设机械科技有限公司 | Combined climbing sleeve rack of tower-type crane |
| CN102079489A (en) * | 2011-01-30 | 2011-06-01 | 沈阳建筑大学 | Suspended-rising support system of tower crane |
| CN102431906A (en) * | 2010-09-29 | 2012-05-02 | 上海市机械施工有限公司 | Self-adaptive crane external climbing support structure |
| CN202829377U (en) * | 2012-08-15 | 2013-03-27 | 中建钢构有限公司 | Outer-hanging tower crane support frame |
| JP5295742B2 (en) * | 2008-12-09 | 2013-09-18 | 矢崎エナジーシステム株式会社 | Judging device and judging method |
-
2012
- 2012-08-15 CN CN201210290256.1A patent/CN102815631B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB962427A (en) * | 1960-04-28 | 1964-07-01 | Schwing Friedrich Wilh | Improvements in climbing cranes |
| JPH05295742A (en) * | 1992-04-21 | 1993-11-09 | Furii Kogyo Kk | Method for constructing concrete blocks and concrete slope frame |
| US5645395A (en) * | 1995-06-06 | 1997-07-08 | Huang; Hsin-Tsung | Building crane apparatus climbable on building walls |
| JP5295742B2 (en) * | 2008-12-09 | 2013-09-18 | 矢崎エナジーシステム株式会社 | Judging device and judging method |
| CN201473226U (en) * | 2009-09-11 | 2010-05-19 | 廊坊凯博建设机械科技有限公司 | Combined climbing sleeve rack of tower-type crane |
| CN102431906A (en) * | 2010-09-29 | 2012-05-02 | 上海市机械施工有限公司 | Self-adaptive crane external climbing support structure |
| CN102079489A (en) * | 2011-01-30 | 2011-06-01 | 沈阳建筑大学 | Suspended-rising support system of tower crane |
| CN202829377U (en) * | 2012-08-15 | 2013-03-27 | 中建钢构有限公司 | Outer-hanging tower crane support frame |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103896165A (en) * | 2014-02-28 | 2014-07-02 | 中建钢构有限公司 | Suspension type outside climbing tower crane supporting system and turnover using method thereof |
| CN103896165B (en) * | 2014-02-28 | 2015-11-11 | 中建钢构有限公司 | The outer climbing tower crane supporting system of a kind of suspension type and turnover using method thereof |
| CN104477791A (en) * | 2014-12-12 | 2015-04-01 | 中建三局集团有限公司 | Novel tower crane-attached-to-wall attached lattice type support frame auxiliary device |
| CN106429883A (en) * | 2016-10-27 | 2017-02-22 | 上海庞源机械租赁有限公司 | Tower crane foundation used for bridge construction |
| CN108382975A (en) * | 2018-04-17 | 2018-08-10 | 中铁科工集团轨道交通装备有限公司 | A kind of band is servo-actuated single girder retractable sling for container of bracing ring |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102815631B (en) | 2015-08-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104453197B (en) | High Large Cantilever concrete structural steel shape supports platform | |
| CN101649604B (en) | Construction bracket of 1# block of inclined pull bridge and constructing method thereof | |
| CN107090975A (en) | A kind of big across the cast-in-situ concrete beam Bailey bracket formwork construction method of superelevation | |
| CN103195256A (en) | Hanging column type steel structure jig frame construction method | |
| CN103993735A (en) | Support system of roof inclined beam and slab cantilever structure and construction method of support system | |
| CN105442839A (en) | Erecting method of cantilever structure formwork bent | |
| CN202530769U (en) | Large span steel structure high-altitude subsection hoisting support system | |
| CN102815631B (en) | Plug-in tower crane support frame | |
| CN205444975U (en) | Large -scale room lid steel construction construction braced system with view platform | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN203428696U (en) | Combined lift shaft | |
| CN107514145A (en) | A kind of removable steel roofing liner installation construction device and method | |
| CN102733608A (en) | Construction method for spray head layer of granulation tower | |
| CN104291222A (en) | Rigid protection and crane integration system inside super high-rise building core tube | |
| CN203452375U (en) | Hydraulic self-jacking oblique creeping formwork | |
| CN105625732B (en) | Superelevation overhanging steel structure truss support free construction method | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN104627849B (en) | Hoisting equipment and hoisting method for hoisting inner courtyard pipeline | |
| CN202829377U (en) | Outer-hanging tower crane support frame | |
| CN103061269A (en) | Integral installation method for guy rope hanging basket | |
| CN2915808Y (en) | Steel pipe combined structure elevator shaft bracket | |
| CN202347846U (en) | Simple lifting setting stair steel moulding plate | |
| CN107059654A (en) | The compound overlength Hanging basket on front support of single cable plane and its installation method | |
| CN201128882Y (en) | Lifting and supporting brackets integrated construction device for bridge arch rib | |
| CN203923923U (en) | High pier steel truss girder sets up gate-type lifting station |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Plug-in tower crane support frame Effective date of registration: 20180129 Granted publication date: 20150805 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co.,Ltd. Address before: 518040 Guangdong city of Shenzhen province Futian District Che Kung Temple tipping building 17 layer Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20221207 Granted publication date: 20150805 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |