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Method for constructing underground pile foundation model

A basic model and underground pile technology, applied in the field of geospatial information, can solve problems such as low efficiency, and achieve the effect of avoiding errors and improving efficiency.

Pending Publication Date: 2021-06-11
CHONGQING SURVEY INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] In the existing technology, it is necessary to manually construct the 3D model of the underground pile foundation, which is inefficient

Method used

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  • Method for constructing underground pile foundation model
  • Method for constructing underground pile foundation model
  • Method for constructing underground pile foundation model

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Embodiment Construction

[0020] In order to understand the characteristics and technical content of the embodiments of the present disclosure in more detail, the implementation of the embodiments of the present disclosure will be described in detail below in conjunction with the accompanying drawings. The attached drawings are only for reference and description, and are not intended to limit the embodiments of the present disclosure. In the following technical description, for purposes of explanation, numerous details are set forth in order to provide a thorough understanding of the disclosed embodiments. However, one or more embodiments may be practiced without these details. In other instances, well-known structures and devices may be shown simplified in order to simplify the drawings.

[0021] The terms "first", "second" and the like in the description and claims of the embodiments of the present disclosure and the above drawings are used to distinguish similar objects, and are not necessarily used...

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Abstract

The invention relates to the technical field of geospatial information, and discloses a method for constructing an underground pile foundation model, which comprises the following steps: acquiring basic information of components of an underground pile foundation, wherein the basic information of the component comprises the bottom surface contour of the component, the plane coordinates of each point on the bottom surface contour, the bottom surface elevation of the component and the height of the component; generating a three-dimensional model of the part according to the basic information; and generating a three-dimensional model of the underground pile foundation according to the three-dimensional model of the component. According to the method, the three-dimensional model of the component is automatically constructed according to the basic information of the component of the underground pile foundation, and the three-dimensional model of the underground pile foundation is automatically generated through the constructed three-dimensional model of the component, so that the efficiency of constructing the underground pile foundation model is improved, and meanwhile, the problem that mistakes are easily made when the underground pile foundation model is manually constructed is also avoided.

Description

technical field [0001] The present application relates to the technical field of geospatial information, in particular to a method for constructing an underground pile foundation model. Background technique [0002] The underground pile foundation is a deep foundation that bears dynamic and static loads. It is connected with piles, caps and superstructures from bottom to top. Among them, there are several piles, and the cap is used to connect several piles into a whole. , the upper structure is built above the platform. [0003] At present, in order to know the spatial position, real shape and appearance of the underground pile foundation more intuitively, and assist relevant management departments in urban planning and design and underground space development and construction, a three-dimensional model of the underground pile foundation is often constructed to display the underground pile foundation virtually. [0004] In the process of implementing the embodiments of the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06T17/00
CPCG06T17/00
Inventor 陈雨涵薛梅向泽君李劼车国强何兴富王国牛张艺张俊前李锋邱月李响蓝图郑坚张浩生
Owner CHONGQING SURVEY INST