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Tower crane foundation structure applicable to restricted space

A technology of tower crane foundation and confined space, which is applied in the direction of infrastructure engineering, construction, etc., can solve the problems of increasing construction cost, long construction period, increasing construction land, etc., to increase horizontal stiffness, reduce construction difficulty, and increase structural strength Effect

Inactive Publication Date: 2019-04-19
THE FOURTH ENG CO LTD OF CHINA ZHONGTIEMAJOR BRIDGE ENG GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1) Large-scale lifting equipment is required to insert and pull steel pipe piles in the water next to the cap, and the construction interference is large. A large number of steel pipe piles need to be inserted into the soil, and there are many construction materials. In addition, the steel pipe pile foundation usually has insufficient rigidity. characteristics;
[0005] 2) The tower crane foundation installed on the cofferdam is only applicable to the double-wall steel cofferdam, and the cofferdam must be fixedly connected to the cap. Long construction period;
[0006] 3) Expanding the foundation is only suitable for land bridges with good geological conditions. The foundation is composed of a large number of steel bars and concrete, and the amount of materials is large, which occupies the space outside the bridge, increases the construction land, and increases the construction cost

Method used

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  • Tower crane foundation structure applicable to restricted space
  • Tower crane foundation structure applicable to restricted space

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Experimental program
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Effect test

Embodiment 1

[0027] Embodiment 1: A tower crane foundation structure for confined spaces, see figure 1 As shown, including cap 1 and pier body 2 arranged on cap 1, cap 1 is provided with a plurality of cap embedment parts 3, and pier body 2 is provided with a plurality of pier body pre-embedded parts 4, so The base structure of the tower crane described above also includes a steel pipe column 6 and two steel beams 7, one end of the steel pipe column 6 is connected to the embedded part 3 of the cap, the other end of the steel pipe column 6 is connected to two steel beams 7, and the connection between the steel pipe column 6 and the steel beam 7 The minimum distance from the connection point to the pier body 2 is greater than the minimum distance from the connection point between the steel pipe column 6 and the embedded part 3 of the pier to the pier body 2, and the steel pipe column 6 is installed on the cap 1 by tilting outward relative to the pier body 2.

[0028] see figure 1 As shown, ...

Embodiment 2

[0030] Embodiment 2: on the basis of embodiment 1, refer to figure 2 As shown, the steel pipe columns 6 are two substantially parallel steel pipe columns 6 , one steel pipe column 6 is connected to a steel beam 7 , and the other steel pipe column 6 is connected to another steel beam 7 .

[0031] In the embodiment of the present invention, two steel pipe columns 6 are used to provide support for the horizontal steel beam 7, which not only reduces the diameter of the steel pipe column 6, facilitates installation and speeds up construction, but also facilitates the lifting of the foundation structure of the tower crane. stability.

Embodiment 3

[0032] Embodiment 3: on the basis of embodiment 1, refer to figure 2 As shown, a plurality of steel distribution beams are arranged between the two steel beams 7 . Sectional steel is a kind of high-efficiency section with more optimized section area distribution and more reasonable strength-to-weight ratio. The two steel beams 7 are connected by section steel distribution beam, which is not only convenient for construction, less construction materials and light in structure weight, but also can be used in all directions. Both have strong bending resistance, improve the overall rigidity of the tower crane installation platform, and reduce external interference.

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PUM

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Abstract

The invention discloses a tower crane foundation structure applicable to restricted space and relates to the technical field of bridge construction. The tower crane foundation structure applicable tothe restricted space comprises a cushion cap, a pier body arranged on the cushion cap, a steel pipe column and two I-steel beams; one end of the steel pipe column is inclined outwards and mounted ontothe cushion cap through a cushion cap embedded part, the other end of the steel pipe column is connected with the two I-steel beams, and one ends of the two I-steel beams are connected with pier bodyembedded parts to arrange the two I-steel beams onto the same horizontal plane. According to the tower crane foundation structure applicable to the restricted space, the steel pipe column is inclinedoutwards, the two I-steel beams are basically horizontally arranged above the cushion cap, the I-steel beams, the steel pipe column, the cushion cap and the pier body form an inverted trapezoid, so that the structural strength of the tower crane foundation structure applicable to restricted space can be increased; meanwhile, the two horizontal I-steel beams form a mounting surface of a tower crane, so that the weight of the tower crane is directly born by the cushion cap of the restricted space, the support legs of the tower crane can be arranged outside the cushion cap, and the constructiondifficulty of the tower crane foundation structure applicable to the restricted space can be greatly reduced.

Description

technical field [0001] The invention relates to the technical field of bridge construction, in particular to a tower crane foundation structure used in a confined space. Background technique [0002] Tower crane is the most commonly used lifting equipment on construction sites, used to lift construction materials such as steel bars, corrugated wood, concrete, steel pipes and so on. In all kinds of bridge construction applications, the tower crane is usually installed on the foundation cap of the ground, and the embedded parts of the tower crane foundation are directly embedded during the construction of the cap, and fixed by the pre-embedded form of anchor screws, and many standard joints and attachment devices are added. . Due to the large size and heavy weight of the tower crane, it is necessary for the foundation cap to have enough space for the foundation setting of the tower crane. [0003] At present, tower crane foundations cannot be installed directly on pier caps ...

Claims

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Application Information

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IPC IPC(8): E02D27/42E02D27/44
CPCE02D27/42E02D27/44
Inventor 许磊朱茂兵陈新史文强邵慧强郑福涛汪国兵杨键
Owner THE FOURTH ENG CO LTD OF CHINA ZHONGTIEMAJOR BRIDGE ENG GRP
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