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Power transmission tower foundation structure suitable for areas without bedrock and construction method

A technology for basic structures and transmission towers, applied in basic structure engineering, wind power generation, construction, etc., can solve the problems of lateral deformation of the basic structure of transmission towers, inability to provide lateral deformation resistance, and poor resistance to lateral deformation. Achieve the effect of ensuring structural stability, increasing anti-sliding effect, and resisting lateral deformation

Active Publication Date: 2021-06-18
CEEC JIANGSU ELECTRIC POWER DESIGN INST +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When a typhoon comes, the extra-large transmission tower will be subjected to huge wind loads, and the upper structure of the transmission tower will drive the foundation structure to vibrate together. Due to the high sensitivity of the soft soil, the shear strength of the soil will decrease after being disturbed, and there are no piles in the bedrock area The foundation cannot provide effective lateral deformation resistance at the end, resulting in lateral deformation of the foundation structure of the transmission tower, which separates the upper structure of the transmission tower from the foundation, resulting in the collapse of the transmission tower
[0003] It can be seen that the existing foundation structure of transmission towers in soft soil areas has technical problems of high construction cost and poor resistance to lateral deformation

Method used

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  • Power transmission tower foundation structure suitable for areas without bedrock and construction method
  • Power transmission tower foundation structure suitable for areas without bedrock and construction method
  • Power transmission tower foundation structure suitable for areas without bedrock and construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0050] refer to figure 1 and figure 2, in this embodiment, the basic structure of the transmission tower applicable to areas without bedrock includes: a receiving assembly, a pile foundation assembly, a core column 8 and a connecting cable 9; the receiving assembly includes a ring body, and the circumference of the ring body is provided A plurality of caps 1 for receiving transmission towers, the lower part of each cap is fixedly connected with a group of pile foundation components; The plane where the ring-shaped body of the receiving component is located; the core column 8 is perpendicular to the plane where the ring-shaped body of the receiving component is located, and the vertical projection of the core column is located in the middle of the ring of the vertical projection of the ring-shaped body of the receiving component; the connecting cable 9 is multiple One end of a plurality of connecting cables is respectively fixed to the upper part of the core column, and the o...

Embodiment 2

[0053] On the basis of Example 1, such as Figure 1 to Figure 10 As shown, this embodiment also involves the following design content.

[0054] The receiving component is in the shape of a ring, and four caps are evenly distributed in the circumferential direction, and the four caps are sequentially connected and fixed by the arc-shaped connecting beam 3 to form the annular body. It can adapt to the situation that the existing transmission tower has four tower feet, so that the basic structure can better undertake the gravity concentration point of the transmission tower. The number of caps can be adjusted according to the number of transmission tower feet, generally 4.

[0055] Such as image 3 A set of pile foundation components includes a plurality of vertical piles 21 and a plurality of inclined piles 22. The upper ends of the inclined piles are connected to the cap 4, and the lower ends are inclined away from the vertical piles. The clamping between each inclined pile a...

Embodiment 3

[0063] This embodiment introduces the construction method of the transmission tower foundation structure in Embodiment 2, which mainly involves the following steps:

[0064] Before construction, it is necessary to level the site, position and set out lines, connect water and electricity, install pile drivers, and then carry out the following construction operations:

[0065] S1, slotting the soil area on the connecting cable path;

[0066] S2, perform sinking operation on the lower half of the core column pipe pile, and then weld the pipe pile and the X-shaped pile to obtain the core pile, and set a mounting ring on the waist of the X-shaped pile; set multiple sleeves with grouting One end of the connecting cable of the pipe is respectively connected to the installation circumference of the X-shaped pile, and the X-shaped pile is continued to sink to the preset elevation;

[0067] S3, sinking each pile foundation component to a predetermined elevation;

[0068] S4, slotting ...

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PUM

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Abstract

The invention discloses a power transmission tower foundation structure suitable for areas without bedrock. The power transmission tower foundation structure comprises a bearing assembly, a pile foundation assembly, a core column and connecting cables, wherein the bearing assembly comprises an annular body, a plurality of bearing platforms used for bearing the power transmission tower are arranged in the circumferential direction, the lower portion of each bearing platform is fixedly connected to a pile foundation assembly, a plurality of anchor rods are further distributed on the periphery of the annular body, the pile foundation assemblies comprise vertical piles and inclined piles, the upper ends of the vertical piles are fixedly connected to the bearing platforms, the vertical piles are perpendicular to the plane where the annular body of the bearing assembly is located, the upper ends of the inclined piles are fixedly connected to the bearing platforms, the lower ends of the inclined piles incline in the direction away from the vertical piles, the core column is perpendicular to the plane where the bearing assembly annular body is located, the projection of the core column in the vertical direction is located in the middle in the ring of the projection of the bearing assembly annular body in the vertical direction, multiple connecting cables are arranged, one end of each connecting cable is fixedly connected to the upper portion of the core column, and the other end of each connecting cable is fixedly connected to the periphery of the annular body of the bearing assembly in a divergent mode. According to the power transmission tower foundation structure, effective lateral deformation resistance can be provided in soft soil, and the structural stability of a power transmission tower, especially an extra-large power transmission tower, is guaranteed.

Description

technical field [0001] The invention relates to the technical field of transmission tower foundation structures, in particular to a transmission tower foundation structure and a construction method suitable for areas without bedrock. Background technique [0002] In some coastal areas, typhoons are often encountered in summer, so when erecting transmission towers, the influence of wind load should be considered. When the wind load is too large, it is easy to cause lateral deformation of the foundation structure of the transmission tower. In particular, the foundation structure of transmission towers is erected in soft soil areas where there is no bedrock. The soil in soft soil areas has high natural water content, large natural void ratio, high compressibility, low shear strength, small consolidation coefficient, and short consolidation time. Long, high sensitivity, large disturbance, poor water permeability, complex layered distribution of soil layers, and large differences...

Claims

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Application Information

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IPC IPC(8): E02D27/42E02D15/04
CPCE02D27/42E02D15/04Y02E10/728
Inventor 宁帅朋倪小东余亮李布辉陶青松陆江发谈磊龙海波李宁汤鹏
Owner CEEC JIANGSU ELECTRIC POWER DESIGN INST