CN203145038U - Latticed column type tower crane foundation - Google Patents
Latticed column type tower crane foundation Download PDFInfo
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- CN203145038U CN203145038U CN 201320123715 CN201320123715U CN203145038U CN 203145038 U CN203145038 U CN 203145038U CN 201320123715 CN201320123715 CN 201320123715 CN 201320123715 U CN201320123715 U CN 201320123715U CN 203145038 U CN203145038 U CN 203145038U
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- tower crane
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- lattice column
- latticed
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Abstract
A latticed column type tower crane foundation comprises a foundation pile and a bearing platform. The foundation pile is formed by four bored piles. The bearing platform is arranged between the bottom surface of a base plate of a basement and the foundation pile in a supporting mode. The four bored piles and a tower crane are connected through four latticed columns. Each latticed column is welded by four steel angles distributed on four corners and batten plates connected between every two adjacent steel angles. The lower portions of the latticed columns are anchored in the bored piles, the middle portions of the latticed columns are anchored with the bearing platform and upward penetrate through the base plate of the basement, and the tops of the latticed columns are connected with a latticed column platform for fixing a tower crane foundation section. Supporting rods are further connected among the upper portions of the four latticed columns. The latticed column type tower crane foundation ensures quality and safety, reduces the construction difficulty of the latticed column type tower crane foundation, ensures project progress, and can be widely applied to building deep foundation pit tower crane construction.
Description
Technical field
The utility model relates to a kind of tower crane, particularly a kind of tower crane that is applicable to deep foundation ditch.
Background technology
Design has basement in the construction project place, and tower crane comes into operation as early as possible as tower crane when being positioned at the basement basis, constructs significant to basement and bracing of foundation pit.The tower crane structure need satisfy performance and the supporting capacity of tower crane itself, and should satisfy design requirement simple for structure, easy construction as far as possible.Have now and excavate the tower crane earthwork in advance, tower crane is dropped on the method at basement bottom board place again, the soil excavation degree of depth is big, complicated geology, and construction risk is big, long in time limit.Have now in the tower crane bottom and the punching concrete pile is set as the method for tower crane, high material consumption is difficult to guarantee concrete strength, and pile body will produce a large amount of building wastes after removing.
The utility model content
The utility model provides a kind of lattice pillar tower crane, solve the existing technical problem that the tower crane difficulty of construction is big, long in time limit, cost is high.
The technical scheme that its technical problem that solves the utility model adopts is:
This lattice pillar tower crane comprises foundation pile and cushion cap, and described foundation pile is made of four bored piles, and cushion cap props up to be located between basement bottom board bottom surface and the foundation pile;
Be connected by four lattice columns respectively between described four bored piles and the tower crane, every lattice column is welded by the batten plate that is distributed in four angle steel of four jiaos and be connected between adjacent two angle steel, the lattice column bottom is anchored in the bored pile, the lattice column middle part is with the cushion cap anchoring and be upward through basement bottom board, the lattice column top connects and is used for the fixedly lattice column platform of tower crane base section, also is connected with support bar between four lattice column tops.
The stake top of described four bored piles embeds cushion cap 100mm at least.
Described cushion cap is made of end face arrangement of reinforcement, bottom surface arrangement of reinforcement, tension rib and base concrete.
Described lattice column is passing basement bottom board place full weld steel plate water-stopping sheet all around.
Described lattice column platform is by the horizontal steel plate that is welded in the lattice column end face, and the triangular steel plate that is welded between horizontal steel plate and the lattice column constitutes.
Described support bar comprises and is connected horizontal brace and diagonal brace between the adjacent lattice column, and is connected the horizontal cross brace between relative two horizontal braces.
Described support bar adopts channel-section steel or angle steel.
The beneficial effects of the utility model are as follows:
The utility model adopt to adopt four bored piles as foundation pile, adopts lattice column to be connected between stake and the tower crane, and the lattice column lower end imbeds that a conduct is connected and fixed a little in the stake, and lattice column can be with the Load Transfer of tower crane to bored pile.Not only quality safety is guaranteed on lattice pillar of the present utility model basis, has also reduced the difficulty of construction of tower crane, has guaranteed programming.
Lattice column is connected with support bar between the top, has improved stability of structure.It is recyclable that lattice column uses up the back material, reduced construction cost.Full weld steel plate water-stopping sheet around the lattice column at sole plate place can guarantee that sole plate is water-tight,
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is detail of construction of the present utility model.
Fig. 2 is the structural representation of Figure 1A-A section.
Fig. 3 is the structural representation of Figure 1B-B section.
Fig. 4 is the structural representation at Fig. 1 node C place.
Reference numeral: 1-bored pile, 2-cushion cap, 2.1-end face arrangement of reinforcement, 2.2-bottom surface arrangement of reinforcement, 2.3-tension rib, 2.4-base concrete, 3-lattice column, 3.1-angle steel, 3.2-batten plate, 4-lattice column platform, the horizontal steel plate of 4.1-, 4.2-triangular steel plate, 5-tower crane joint, 6-basement bottom board, 7-ground, 8-horizontal brace, 9-diagonal brace, 10-horizontal cross brace.
The specific embodiment
Embodiment is referring to shown in Figure 1, this lattice pillar tower crane, comprise foundation pile and cushion cap, described foundation pile is made of four bored piles 1,2 of cushion caps are located between basement bottom board 6 bottom surfaces and the foundation pile, are made of end face arrangement of reinforcement 2.1, bottom surface arrangement of reinforcement 2.2, tension rib 2.3 and base concrete 2.4.The stake top of four bored piles 1 embeds 100mm in the cushion cap 2.
Be connected by four lattice columns 3 respectively between described four bored piles 1 and the tower crane, lattice column 3 bottoms are anchored in the bored pile 1, lattice column 3 middle parts and cushion cap 2 anchorings and be upward through basement bottom board 6, described lattice column 3 is passing full weld steel plate water-stopping sheet around basement bottom board 6 places.Lattice column 3 tops connect to be used for also being connected with the support bar that channel-section steel is made between 4, four lattice column 3 tops of lattice column platform of fixing tower crane base section 5.
Referring to Fig. 1, shown in Figure 2, described support bar comprises and is connected horizontal brace 8 and diagonal brace 9 between the adjacent lattice column 3, and is connected the horizontal cross brace 10 between relative two horizontal braces 8.
Referring to shown in Figure 3, every lattice column 3 is welded by the batten plate 3.2 that is distributed in four angle steel 3.1 of four jiaos and be connected between adjacent two angle steel.
Referring to shown in Figure 4, described lattice column platform 4 is by the horizontal steel plate 4.1 that is welded in lattice column 3 end faces, and the triangular steel plate 4.2 that is welded between horizontal steel plate 4.1 and the lattice column 3 constitutes.
Claims (7)
1. a lattice pillar tower crane comprises foundation pile and cushion cap, it is characterized in that: described foundation pile is made of four bored piles (1), and cushion cap (2) props up and is located between basement bottom board (6) bottom surface and the foundation pile;
Be connected by four lattice columns (3) respectively between described four bored piles (1) and the tower crane, every lattice column (3) is welded by the batten plate (3.2) that is distributed in four angle steel (3.1) of four jiaos and be connected between adjacent two angle steel, lattice column (3) bottom is anchored in the bored pile (1), lattice column (3) middle part is with cushion cap (2) anchoring and be upward through basement bottom board (6), lattice column (3) top connects and is used for the fixedly lattice column platform (4) of tower crane base section (5), and four lattice columns (3) also are connected with support bar between the top.
2. lattice pillar tower crane according to claim 1 is characterized in that: the stake top of described four bored piles (1) embeds cushion cap (2) 100mm at least.
3. lattice pillar tower crane according to claim 1 is characterized in that: described cushion cap (2) is made of end face arrangement of reinforcement (2.1), bottom surface arrangement of reinforcement (2.2), tension rib (2.3) and base concrete (2.4).
4. lattice pillar tower crane according to claim 1 is characterized in that: described lattice column (3) pass basement bottom board (6) locate around full weld steel plate water-stopping sheet.
5. lattice pillar tower crane according to claim 1, it is characterized in that: described lattice column platform (4) is by the horizontal steel plate (4.1) that is welded in lattice column (3) end face, and the triangular steel plate (4.2) that is welded between horizontal steel plate (4.1) and the lattice column (3) constitutes.
6. lattice pillar tower crane according to claim 1, it is characterized in that: described support bar comprises and is connected horizontal brace (8) and diagonal brace (9) between the adjacent lattice column (3), and is connected the horizontal cross brace (10) between relative two horizontal braces (8).
7. lattice pillar tower crane according to claim 6 is characterized in that: described support bar employing channel-section steel or angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320123715 CN203145038U (en) | 2013-03-19 | 2013-03-19 | Latticed column type tower crane foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320123715 CN203145038U (en) | 2013-03-19 | 2013-03-19 | Latticed column type tower crane foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203145038U true CN203145038U (en) | 2013-08-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320123715 Expired - Fee Related CN203145038U (en) | 2013-03-19 | 2013-03-19 | Latticed column type tower crane foundation |
Country Status (1)
| Country | Link |
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| CN (1) | CN203145038U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485360A (en) * | 2013-10-12 | 2014-01-01 | 中建八局第三建设有限公司 | Steel platform tower crane foundation and construction method thereof |
| CN104818729A (en) * | 2015-05-27 | 2015-08-05 | 浙江省一建建设集团有限公司 | Common foundation for transformation of large and small tower cranes |
| CN105297759A (en) * | 2015-10-28 | 2016-02-03 | 中国地质大学（武汉） | Framework structure of pile and pillar bearing platform |
| CN105951869A (en) * | 2016-05-31 | 2016-09-21 | 中国冶集团有限公司 | Construction method of steel latticework column tower crane foundation for underground garage without reserving construction joints |
| CN106120843A (en) * | 2016-08-09 | 2016-11-16 | 泰兴市第建筑安装工程有限公司 | A kind of ultra-deep foundation pit tower crane system and installation and application thereof |
| CN107299643A (en) * | 2017-07-10 | 2017-10-27 | 杭州江润科技有限公司 | Steel lattice column combined type tower crane foundation structure in foundation pit and construction method |
| CN107840256A (en) * | 2017-11-15 | 2018-03-27 | 江苏江都建设集团有限公司 | A kind of steel platform of derrick crane |
| CN108277818A (en) * | 2018-03-22 | 2018-07-13 | 中国电建市政建设集团有限公司 | Basement top-down method Combined tower crane foundation structure and construction method |
| CN109750686A (en) * | 2019-01-07 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of tower crane is connected the construction method and structure of shared stand column pile with support |
| CN110004969A (en) * | 2019-04-22 | 2019-07-12 | 上海建工一建集团有限公司 | A kind of tower-crane foundation structure |
| CN112411595A (en) * | 2020-11-09 | 2021-02-26 | 重庆渝发建设有限公司 | Combined tower crane foundation for deep foundation pit operation |
| CN113373915A (en) * | 2021-06-30 | 2021-09-10 | 中国十九冶集团有限公司 | Method for reinforcing steel upright pile structure |
| CN114215096A (en) * | 2021-12-13 | 2022-03-22 | 珠海华发人居生活研究院有限公司 | Tower crane lattice column pile foundation bearing platform |
-
2013
- 2013-03-19 CN CN 201320123715 patent/CN203145038U/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485360B (en) * | 2013-10-12 | 2015-12-02 | 中建八局第三建设有限公司 | A kind of steel platform tower crane foundation and construction method thereof |
| CN103485360A (en) * | 2013-10-12 | 2014-01-01 | 中建八局第三建设有限公司 | Steel platform tower crane foundation and construction method thereof |
| CN104818729A (en) * | 2015-05-27 | 2015-08-05 | 浙江省一建建设集团有限公司 | Common foundation for transformation of large and small tower cranes |
| CN104818729B (en) * | 2015-05-27 | 2016-05-18 | 浙江省一建建设集团有限公司 | Can be for the mutual foundation of big or small tower crane conversion |
| CN105297759A (en) * | 2015-10-28 | 2016-02-03 | 中国地质大学（武汉） | Framework structure of pile and pillar bearing platform |
| CN105951869A (en) * | 2016-05-31 | 2016-09-21 | 中国冶集团有限公司 | Construction method of steel latticework column tower crane foundation for underground garage without reserving construction joints |
| CN106120843A (en) * | 2016-08-09 | 2016-11-16 | 泰兴市第建筑安装工程有限公司 | A kind of ultra-deep foundation pit tower crane system and installation and application thereof |
| CN107299643B (en) * | 2017-07-10 | 2019-03-29 | 杭州江润科技有限公司 | Steel lattice column combined type tower crane foundation structure in foundation pit and construction method |
| CN107299643A (en) * | 2017-07-10 | 2017-10-27 | 杭州江润科技有限公司 | Steel lattice column combined type tower crane foundation structure in foundation pit and construction method |
| CN107840256A (en) * | 2017-11-15 | 2018-03-27 | 江苏江都建设集团有限公司 | A kind of steel platform of derrick crane |
| CN108277818A (en) * | 2018-03-22 | 2018-07-13 | 中国电建市政建设集团有限公司 | Basement top-down method Combined tower crane foundation structure and construction method |
| CN109750686A (en) * | 2019-01-07 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of tower crane is connected the construction method and structure of shared stand column pile with support |
| CN110004969A (en) * | 2019-04-22 | 2019-07-12 | 上海建工一建集团有限公司 | A kind of tower-crane foundation structure |
| CN112411595A (en) * | 2020-11-09 | 2021-02-26 | 重庆渝发建设有限公司 | Combined tower crane foundation for deep foundation pit operation |
| CN113373915A (en) * | 2021-06-30 | 2021-09-10 | 中国十九冶集团有限公司 | Method for reinforcing steel upright pile structure |
| CN114215096A (en) * | 2021-12-13 | 2022-03-22 | 珠海华发人居生活研究院有限公司 | Tower crane lattice column pile foundation bearing platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130821 Termination date: 20150319 |
|
| EXPY | Termination of patent right or utility model |