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Method for mounting pile-stabilizing positioning platform

A positioning platform and pile stabilizing technology, which is applied in the field of engineering pile stabilizing, can solve the problems of difficult to grasp the accuracy, cumbersome, complicated operation, etc., and achieve the effect of high accuracy, high positioning precision and simple operation

Active Publication Date: 2016-06-01
CCCC THIRD HARBOR ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The pile-stabilizing platform generally includes outriggers. In the prior art, the outriggers are often fixed and built at the point to be built. The disadvantages are as follows: 1. On-site outriggers in offshore waters During construction, the construction is easily restricted by unfavorable conditions such as monsoons, gusts of wind, rainstorms, cold waves, sea fog, and swells. Especially in unsheltered offshore waters, the risk of on-site construction of outriggers is relatively high and the accuracy is difficult to grasp; 2. Adopt the method of fixing and building at the same time. If there is a problem of displacement of the outrigger during the construction process, the original part must be removed and re-built, which is cumbersome and inefficient; 3. The operation is complicated

Method used

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  • Method for mounting pile-stabilizing positioning platform
  • Method for mounting pile-stabilizing positioning platform

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] A method for installing a stable pile positioning platform, A. multiple GPS mobile stations 5 are installed on the crane ship 6;

[0038] B. The shipboard connecting edge of the outrigger frame 1 and the shipboard outer edge of the crane ship 6 are attached and fixed, and the outrigger frame 1 is used to build a stable pile positioning platform, and the inner frame of the outrigger frame 1 and the engineering pile 3 to adapt to the outer diameter;

[0039] C respectively detects and calculates the relative positional relationship between a plurality of GPS rover stations 5 and the central point of the inner frame of the outrigger frame;

[0040] D. With reference to the relative positional relationship between a plurality of GPS mobile stations 5 and the center point of the inner frame of the outrigger frame, the coordinates corresponding to each GPS mobile station 5 are calculated by the coordinates of the center point of the actual pile sinking place of the engineerin...

Embodiment 2

[0048] On the basis of embodiment one, described embodiment two has been further improved, and described GPS mobile station 5 is provided with two, and the straight line that the center of two described GPS mobile stations 5 connects gained and described crane ship 6 The outer edge of the side of the ship is parallel, and the distance between the two GPS rover stations 5 is greater than the width of the pile platform. The side length distance between large GPS rover stations is conducive to improving the positioning accuracy of the outrigger center and reducing errors.

[0049] As long as the relative position relationship between the two GPS rover stations 5 and the center point of the inner frame of the outrigger frame is detected and calculated, the stakeout coordinates of the two GPS rover stations 5 can be calculated.

[0050] When the central line of the GPS mobile station is parallel to the shipboard of the lifting ship 6, when detecting the angle between any point (suc...

Embodiment 3

[0052] On the basis of embodiment two, described embodiment three has been further improved, after described step A, carry out step A':

[0053] A'1. Draw a horizontal line 4 perpendicular to the GPS rover center straight line at the middle point of the GPS rover center straight line;

[0054] A'2. Lift and move the outrigger frame 1, and when the center point of the inner frame of the outrigger frame is on the horizontal line 4, perform step B.

[0055] Execution of the step A' is for the purpose of detecting and calculating the relative positional relationship between the two GPS rover stations 5 and the center point of the inner frame of the outrigger frame more conveniently in the step C. The center point of the inner frame of the outrigger frame is located on the horizontal line 4, that is to say, the distance from the center point of the inner frame of the outrigger frame to the two GPS mobile stations 5 is equal, and the inner frame of the outrigger frame The central p...

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Abstract

The invention discloses a method for mounting a pile-stabilizing positioning platform. The method includes the steps that A, multiple GPS moving stations are mounted on a floating crane; B, a ship board connecting edge used for constructing a supporting leg bracket of the pile-stabilizing positioning platform is attached and fixed to the ship board outer edge of the floating crane, and an inner frame of the supporting leg bracket is adaptive to the outer diameter of each engineering pile; C, the relative position relations between the GPS moving stations and the center point of the inner frame of the supporting leg bracket are detected and calculated out; D, lofting coordinates corresponding to each GPS moving station are calculated out through the coordinates of a center point of each actual engineering pile sinking position according to the relative position relations between the GPS moving stations and the center point of the inner frame of the supporting leg bracket; and E, the floating crane is moved until the actually-measured coordinates of each GPS moving station are consistent with the corresponding lofting coordinates. The method has the advantages that operation is simple, and positioning is accurate.

Description

technical field [0001] The invention relates to the field of engineering pile stabilizing piles, in particular to a method for installing a stabilizing pile positioning platform. Background technique [0002] When building foundation wind turbines in the middle of the river or on the seabed, it is necessary to sink a number of engineering piles to the bottom of the river or the seabed. At this time, the engineering piles must be lifted to the pile sinking point by hoisting first, and then the piles should be sunk. In order to ensure that the verticality of the pile body is within 3‰ during the process of inserting the engineering pile into the mud and driving the pile smoothly, it is often necessary to use the pile stabilization platform to stabilize the engineering pile. The pile-stabilizing platform generally includes outriggers. In the prior art, the outriggers are often fixed and built at the point to be built. The disadvantages are as follows: 1. On-site outriggers in o...

Claims

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Application Information

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IPC IPC(8): E02D7/00
CPCE02D7/00E02D2250/0061
Inventor 邹天城许伟峰徐勤俭王斌潘路
Owner CCCC THIRD HARBOR ENG
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