CN102747745A - Base for underwater tower crane - Google Patents
Base for underwater tower crane Download PDFInfo
- Publication number
- CN102747745A CN102747745A CN2011101022199A CN201110102219A CN102747745A CN 102747745 A CN102747745 A CN 102747745A CN 2011101022199 A CN2011101022199 A CN 2011101022199A CN 201110102219 A CN201110102219 A CN 201110102219A CN 102747745 A CN102747745 A CN 102747745A
- Authority
- CN
- China
- Prior art keywords
- distribution beam
- staking out
- out post
- vertical
- tower crane
- 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.)
- Pending
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a base for an underwater tower crane. The base for the underwater tower crane is characterized in that pile heads are formed at the upper ends of vertical piles, longitudinal distribution beams in the horizontal direction are arranged at the positions of upper surfaces of the pile heads located on the same horizontal line and are parallelly arranged on the same horizontal plane, the upper surfaces of the longitudinal distribution beams parallel to each other are provided with horizontal distribution beams in the horizontal direction, the horizontal distribution beams are parallelly arranged on the same horizontal plane and are perpendicular to the longitudinal distribution beams, and the crossed steel distribution beams form an upper steel platform and are matched with lower steel vertical piles distributed in a matrix shape to form the mounting base for the underwater tower crane. The base has the advantages of being simple and convenient to construct and high in safety factor, shortening construction period and being capable of being recycled, can be widely applied to underwater construction engineering site, is good in practicality, and has outstanding substantive advantages and remarkable progress in comparison with the prior art.
Description
Technical field
The present invention relates to the technical field of mechanical execution, a kind of specifically pedestal that is used for the water pillar crane, particularly its mechanical connecting structure.
Background technology
In sea, river, river, build bridge and particularly all select pillar crane (abbreviation tower crane) as vertical transport equipment during main pier, the basis of tower crane or make integral body with bridge pier, or do the basis separately.When making integral body with bridge pier; Can produce certain function power to the main pier cushion cap in construction period, when bridge pier designs, will consider to some extent, in addition after tower crane is removed; Handle bad like pre-buried fixed feet; Produce corrosion, can certain influence be arranged, also can influence the overall appearance of pier cap in addition the quality of bridge pier.
When this tower crane of design; Satisfy resistance to plucking and the resistance to compression requirement of tower crane under operating mode or non-operating mode; The quantity of piling bar and length will decide according to the bearing capacity of geology under water, the welding of steel platform and tower crane, and the welding of steel platform and piling bar all is the key of safety of tower crane operation.The verticality of piling bar and the levelness of steel platform all will be controlled within the specific limits when making piling bar, otherwise can influence the safe handling of tower crane.
Summary of the invention
The object of the present invention is to provide a kind of pedestal that is used for the water pillar crane; The tower crane construction that this steel staking out post combines with the steel platform is simple and convenient, safety factor is high; Tower crane can be installed in advance and be used for pier cap construction in early stage, and the duration is shortened, and this basis can be reclaimed again after tower crane is removed; Cost is relatively low, has overcome the shortcoming and defect that exists in the prior art.
To achieve these goals; Technical scheme of the present invention is: a kind of pedestal that is used for the water pillar crane, and it comprises the staking out post, said staking out post becomes rectangular vertical arrangement; It is characterized in that: the upper end of said staking out post forms pile crown; Be positioned at vertical distribution beam that same horizontal each pile crown upper surface place is provided with horizontal direction, each vertical distribution beam is arranged in parallel at same horizontal plane, and the said vertical distribution beam upper surface that is parallel to each other is provided with the transverse distribution beam of horizontal direction; Each transverse distribution beam is arranged in parallel at same horizontal plane, and the transverse distribution beam is vertical configuration with vertical distribution beam.
The invention discloses a kind of pedestal that is used for the water pillar crane, the steel distribution beam of crisscross distribution constitutes the upper steel platform, becomes the steel staking out post of rectangular distribution to cooperate with the bottom; Constitute in the water and take the mounting base that hangs; It has that construction is simple and convenient, safety factor is high, shorten the construction period, the characteristics of recyclable usefulness again, can be widely used in the subaqueous work engineering site, has good practicability; Compared to existing technologies, have outstanding substantive distinguishing features and marked improvement.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Fig. 2 is the lateral view of Fig. 1.
Fig. 3 is the vertical view of Fig. 1.
The specific embodiment
With reference to the accompanying drawings, the present invention is further described
The present invention is a kind of pedestal that is used for the water pillar crane; It mainly comprises staking out post 1,1 one-tenth rectangular vertical arrangement of said staking out post, and it is different from prior art and is: the upper end of said staking out post 1 forms pile crown 2; Be positioned at vertical distribution beam 3 that same horizontal each pile crown 2 upper surface place are provided with horizontal direction; Each vertical distribution beam 3 is arranged in parallel at same horizontal plane, and said vertical distribution beam 3 upper surfaces that are parallel to each other are provided with the transverse distribution beam 4 of horizontal direction, and each transverse distribution beam 4 is arranged in parallel at same horizontal plane; Transverse distribution beam 4 is vertical configuration with vertical distribution beam 3, and the steel distribution beam that becomes cross-like to distribute has good stability and load.
In the specific implementation; Said four staking out posts 1 surround a square; Each staking out post 1 lays respectively at this place, foursquare summit, and this four staking out posts, 1 formation, one staking out post group, and four groups of staking out post groups surround a square; Each is organized staking out post group and is positioned at this place, foursquare summit respectively, forms a staking out post matrix.
In the specific implementation, the centre bit of said transverse distribution beam 4 and vertical fixed connection point line between two adjacent staking out posts 1 of distribution beam 3 is vertical to locating.
In the specific implementation, said vertical distribution beam 3 upper surfaces that are parallel to each other are provided with the transverse distribution beam 4 of two horizontal directions.
Above content is to combine concrete preferred implementation to the further explain that the present invention did, and can not assert that practical implementation of the present invention is confined to above-mentioned these explanations.For the those of ordinary skill of technical field under the present invention, under the prerequisite that does not break away from the present invention's design, can also make some simple deduction or replace, all should be regarded as belonging to protection scope of the present invention.
Claims (5)
1. pedestal that is used for the water pillar crane; It comprises staking out post (1); Said staking out post (1) becomes rectangular vertical arrangement, it is characterized in that: the upper end of said staking out post (1) forms pile crown (2), is positioned at vertical distribution beam (3) that same horizontal each pile crown (2) upper surface place is provided with horizontal direction; Each vertical distribution beam (3) is arranged in parallel at same horizontal plane; Said vertical distribution beam (3) upper surface that is parallel to each other is provided with the transverse distribution beam (4) of horizontal direction, and each transverse distribution beam (4) is arranged in parallel at same horizontal plane, and transverse distribution beam (4) is vertical configuration with vertical distribution beam (3).
2. a kind of pedestal that is used for the water pillar crane according to claim 1; It is characterized in that: said four staking out posts (1) surround a square; Each staking out post (1) lays respectively at this place, foursquare summit, and this four staking out posts (1) formation, one staking out post group, and four groups of staking out post groups surround a square; Each is organized staking out post group and is positioned at this place, foursquare summit respectively, forms a staking out post matrix.
3. a kind of pedestal that is used for the water pillar crane according to claim 1 is characterized in that: said transverse distribution beam (4) and the vertical fixed connection point of distribution beam (3) are positioned at centre bit vertical to locating of line between two adjacent staking out posts (1).
4. a kind of pedestal that is used for the water pillar crane according to claim 1 is characterized in that: said vertical distribution beam (3) upper surface that is parallel to each other is provided with the transverse distribution beam (4) of two horizontal directions.
5. a kind of pedestal that is used for the water pillar crane according to claim 1 is characterized in that: be connected with oblique tie-beam (6) through horizontal tie-beam (5) between said each staking out post (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101022199A CN102747745A (en) | 2011-04-22 | 2011-04-22 | Base for underwater tower crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101022199A CN102747745A (en) | 2011-04-22 | 2011-04-22 | Base for underwater tower crane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102747745A true CN102747745A (en) | 2012-10-24 |
Family
ID=47028210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011101022199A Pending CN102747745A (en) | 2011-04-22 | 2011-04-22 | Base for underwater tower crane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102747745A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103866784A (en) * | 2014-03-28 | 2014-06-18 | 上海绿地建设(集团)有限公司 | Adjustable tower crane steel platform foundation |
| 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 |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3499292A (en) * | 1968-12-20 | 1970-03-10 | Marine Space Enclosures | Method of making partially submerged structures |
| SU446587A1 (en) * | 1972-06-12 | 1974-10-15 | Трест "Ленмостострой" | Nozzle on piles |
| CN101210417A (en) * | 2007-12-20 | 2008-07-02 | 中铁大桥局股份有限公司 | Fastener and anchor cable system bidirectional simple supported non-torsion tower top tension anchoring method |
| CN101929149A (en) * | 2009-06-26 | 2010-12-29 | 中国石油天然气集团公司 | Shallow sea pile foundation concrete oil drilling and producing platform |
| CN201713800U (en) * | 2010-06-03 | 2011-01-19 | 中国建筑第七工程局有限公司 | Transitional drilling platform |
| CN202023202U (en) * | 2011-04-22 | 2011-11-02 | 上海庞源建筑机械租赁有限公司 | Base for tower crane in water |
-
2011
- 2011-04-22 CN CN2011101022199A patent/CN102747745A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3499292A (en) * | 1968-12-20 | 1970-03-10 | Marine Space Enclosures | Method of making partially submerged structures |
| SU446587A1 (en) * | 1972-06-12 | 1974-10-15 | Трест "Ленмостострой" | Nozzle on piles |
| CN101210417A (en) * | 2007-12-20 | 2008-07-02 | 中铁大桥局股份有限公司 | Fastener and anchor cable system bidirectional simple supported non-torsion tower top tension anchoring method |
| CN101929149A (en) * | 2009-06-26 | 2010-12-29 | 中国石油天然气集团公司 | Shallow sea pile foundation concrete oil drilling and producing platform |
| CN201713800U (en) * | 2010-06-03 | 2011-01-19 | 中国建筑第七工程局有限公司 | Transitional drilling platform |
| CN202023202U (en) * | 2011-04-22 | 2011-11-02 | 上海庞源建筑机械租赁有限公司 | Base for tower crane in water |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103866784A (en) * | 2014-03-28 | 2014-06-18 | 上海绿地建设(集团)有限公司 | Adjustable tower crane steel platform foundation |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102635202B (en) | Mix FRP pipe steel reinforced concrete coupled column | |
| CN202023202U (en) | Base for tower crane in water | |
| CN207608807U (en) | Packaged type bridges | |
| CN102839678A (en) | Structure for improving rigidity and stability of foundation pit steel support | |
| CN104727235A (en) | Bridge overall strengthening device | |
| CN203213021U (en) | Large-span non-ground type cast-in-place beam falsework | |
| CN205024600U (en) | A work platform that is used for bridge aquatic pile foundation to be under construction | |
| CN103603365A (en) | Assembled-type tower crane foundation of below-80 tower crane | |
| CN102747745A (en) | Base for underwater tower crane | |
| CN102425190A (en) | Superposed tower crane foundation | |
| CN208167489U (en) | A kind of anti-girder of Single column pier bridge topples device | |
| CN203782670U (en) | Floating box platform for over-water construction | |
| CN203855904U (en) | Windproof net upright column structure | |
| CN101831918B (en) | Prestressed assembly box-shaped precast concrete tower crane foundation | |
| CN204080850U (en) | Column foot in a kind of ultra-high-tension power transmission line river | |
| CN207537899U (en) | A kind of adjustable multifunctional combined prestress reinforcement bridge | |
| CN214423126U (en) | Steel temporary bridge for high-pile wharf construction | |
| CN203531003U (en) | Assembly type tower crane base of tower crane with capacity below 80 tons | |
| CN103806372A (en) | Segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers | |
| CN106087980A (en) | Reinforced concrete pile | |
| CN202530378U (en) | Special steel beam foundation for rail traveling tower crane of adjacent bridge pier bearing platforms | |
| CN106759089A (en) | Simple mudflat wharf based on waste tires and construction method thereof | |
| CN103225266B (en) | A kind of special steel beam foundation for adjacent pier cap railing tower crane | |
| CN206971255U (en) | A kind of derrick crane steel-pipe pile and steel platform and ballast combination foundation device | |
| CN201649003U (en) | Active powder concrete column and steel pipe combination rail structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20121024 |