CN202023202U - Base for tower crane in water - Google Patents
Base for tower crane in water Download PDFInfo
- Publication number
- CN202023202U CN202023202U CN2011201216819U CN201120121681U CN202023202U CN 202023202 U CN202023202 U CN 202023202U CN 2011201216819 U CN2011201216819 U CN 2011201216819U CN 201120121681 U CN201120121681 U CN 201120121681U CN 202023202 U CN202023202 U CN 202023202U
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- CN
- China
- Prior art keywords
- distribution beam
- staking out
- out post
- vertical
- base
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- Expired - Lifetime
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Abstract
The utility model discloses a base for a tower crane in water. The base is characterized in that a pile head is formed at the upper end part of each of erect piles; the upper surfaces of the erect piles in the same horizontal are provided with longitudinal distribution beams in horizontal direction, which are arranged in parallel in the same horizontal plane; the upper surfaces of the parallel longitudinal distribution beams are provided with transverse distribution beams in horizontal direction, which are arranged in parallel in the same horizontal plane; the transverse distribution beams are vertical to the longitudinal distribution beams; and the steel distribution beams arranged in a crisscross pattern form an upper steel platform to match the steel erect piles arranged in a matrix shape, so as to form the mounting base of the tower crane in the water. The utility model has the characteristics that the base for the tower crane in the water is simple and convenient to construct, has high security coefficient, shortens construction period and can be recycled; the base can be widely applied in construction work field in the water and has good practical applicability; and compared with the prior art, the base has outstanding substantial characteristics and remarkable improvement.
Description
Technical field
The utility model 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 active force to the main pier cushion cap in construction period, when designing, bridge pier to consider to some extent, in addition after tower crane is removed, handle bad as 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 purpose of this utility model 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, duration is shortened, 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, the technical solution of the utility model is: a kind of pedestal that is used for the water pillar crane, it comprises the staking out post, described staking out post becomes rectangular vertical arrangement, it is characterized in that: the upper end of described 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, the described 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 utility model 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, become 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 the utility model structural representation.
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 utility model further is described
The utility model 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 described staking out post, it is different from prior art and is: the upper end of described 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, described vertical distribution beam 3 upper surfaces that are parallel to each other are provided with the transverse distribution beam 4 of horizontal direction, 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, described four staking out posts 1 surround a square, each staking out post 1 lays respectively at this place, foursquare summit, and these four staking out posts 1 form a staking out post group, 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 described 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, described 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 be in conjunction with concrete preferred implementation to further describing that the utility model is done, can not assert that the utility model is concrete to implement to be confined to above-mentioned these explanations.For the utility model person of an ordinary skill in the technical field, under the prerequisite that does not break away from the utility model design, can also make some simple deduction or replace, all should be considered as belonging to protection domain of the present utility model.
Claims (5)
1. pedestal that is used for the water pillar crane, it comprises staking out post (1), described staking out post (1) becomes rectangular vertical arrangement, it is characterized in that: the upper end of described 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 is provided with horizontal direction, each vertical distribution beam (3) is arranged in parallel at same horizontal plane, described vertical distribution beam (3) upper surface that is parallel to each other is provided with the transverse distribution beam (4) of horizontal direction, 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: described four staking out posts (1) surround a square, each staking out post (1) lays respectively at this place, foursquare summit, and these four staking out posts (1) form a staking out post group, 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: described 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: described 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) by horizontal tie-beam (5) between described each staking out post (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201216819U CN202023202U (en) | 2011-04-22 | 2011-04-22 | Base for tower crane in water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201216819U CN202023202U (en) | 2011-04-22 | 2011-04-22 | Base for tower crane in water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202023202U true CN202023202U (en) | 2011-11-02 |
Family
ID=44848158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201216819U Expired - Lifetime CN202023202U (en) | 2011-04-22 | 2011-04-22 | Base for tower crane in water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202023202U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747745A (en) * | 2011-04-22 | 2012-10-24 | 上海庞源机械租赁股份有限公司 | Base for underwater tower crane |
| CN106120833A (en) * | 2016-08-24 | 2016-11-16 | 江西理工大学 | A kind of underground truss-like pile foundation and construction method thereof |
| CN106149745A (en) * | 2016-08-24 | 2016-11-23 | 江西理工大学 | A kind of truss type steel tube grouting pile basis and construction method thereof |
| CN106245668A (en) * | 2016-08-24 | 2016-12-21 | 江西理工大学 | A kind of truss-like pile foundation and construction method thereof |
-
2011
- 2011-04-22 CN CN2011201216819U patent/CN202023202U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747745A (en) * | 2011-04-22 | 2012-10-24 | 上海庞源机械租赁股份有限公司 | Base for underwater tower crane |
| CN106120833A (en) * | 2016-08-24 | 2016-11-16 | 江西理工大学 | A kind of underground truss-like pile foundation and construction method thereof |
| CN106149745A (en) * | 2016-08-24 | 2016-11-23 | 江西理工大学 | A kind of truss type steel tube grouting pile basis and construction method thereof |
| CN106245668A (en) * | 2016-08-24 | 2016-12-21 | 江西理工大学 | A kind of truss-like pile foundation and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Room sixth, No. 1838 A District Huaxin Town Qingpu District Shanghai City Huateng road 201708 -120 Patentee after: SHANGHAI PANGYUAN MACHINERY RENTAL CO., LTD. Address before: Room sixth, No. 1838 A District Huaxin Town Qingpu District Shanghai City Huateng road 201708 -120 Patentee before: Shanghai Pangyuan Machinery Rental Co., Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20111102 |
|
| CX01 | Expiry of patent term |