Multi-Function Retaining Structure for Urban Excavation

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Solution Overview

Problem

Existing methods for excavation and implementation of retaining structures in loose granular soil formations and high groundwater levels are ineffective and expensive, especially in urban settings where machinery use is impractical.

Innovation Solution

A multi-function retaining structure comprising I-beams, inclined stiffener plates, water drainage mechanisms, and geotextile layers that form a rectangular chamber for soil stabilization and water drainage, with water jet tubes for soil softening and a wedge-shaped tip for penetrating hard rock surfaces.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If conventional retaining structure methods are used in loose granular soil formations and high groundwater levels, then soil wall stabilization is attempted, but the methods become ineffective and expensive

Engineering Contradiction:
Improvesoil wall stabilization effectivenessVSAvoidimplementation complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The retaining structure is divided into modular components including I-beams, inclined stiffener plates, water drainage mechanisms, and geotextile layers that can be assembled together to form a rectangular chamber. This segmentation allows the system to address multiple problems (soil stabilization, water drainage, rock penetration) through separate functional modules rather than a single complex system.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The retaining structure integrates multiple functions into a single system: the I-beams and stiffener plates provide structural support for soil stabilization, the water drainage mechanism handles groundwater, the wedge-shaped tip penetrates hard rock surfaces, and geotextile layers prevent soil erosion. This multi-functionality eliminates the need for separate systems for each function, reducing overall complexity while improving reliability in challenging conditions.

Inventive Principle:
Principle #6Universality (Multi-functionality)

2Ease of operation

If diaphragm wall method or tie back nailing method is implemented in urban settings, then excavation is attempted, but the methods are equally ineffective and expensive due to infrastructure constraints

Engineering Contradiction:
Improveexcavation feasibility in urban areasVSAvoidretaining structure effectiveness
Core Design Contradiction:
Ease of operationVSReliability

Solution Approach 1:

The water drainage mechanism extracts groundwater from the excavation site by collecting water through the rectangular chamber and channeling it through drainage pipes. This extraction of excess water improves soil stability and makes excavation feasible in urban settings where conventional methods fail due to high groundwater levels.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The water jet tubes change the physical state of the soil by jetting water into loose granular soil formations, softening the soil to facilitate easier excavation. This parameter change (from dry/compact to wet/softened soil) enables excavation operations in urban areas with infrastructure constraints where traditional mechanical excavation would be ineffective or dangerous.

Inventive Principle:
Principle #35Parameter changes

3Productivity

If water jet tubes are used for soil softening, then excavation efficiency is improved, but water management complexity increases

Engineering Contradiction:
Improveexcavation efficiencyVSAvoidwater management system complexity
Core Design Contradiction:
ProductivityVSDevice complexity

Solution Approach 1:

The water jet tubes and water drainage mechanism are merged into a single integrated system. The same water management infrastructure that softens the soil for excavation also collects and drains excess groundwater. This combination eliminates the need for separate water injection and water drainage systems, reducing overall water management complexity while maintaining high excavation productivity.

Inventive Principle:
Principle #5Merging (Combining)

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The solution effectively stabilizes soil walls, facilitates efficient water drainage, and penetrates through hard rock surfaces, reducing excavation costs and improving construction efficiency in challenging urban environments.

Implementation Method 1

jetting water to the soils utilizing a first water jet tube and a second water jet tube

Methodology Applied
Scientific EffectJet erosion: Jet Erosion

Implementation Method 2

the wedge-shaped tip may be configured to penetrate into soil and tamper through hard rock surfaces

Methodology Applied
Scientific EffectMechanical force: Mechanical Force

Implementation Method 3

draining water from the ground at the target location

Methodology Applied
Scientific EffectGravity: Gravitation

Implementation Method 4

a filter mechanism may be attached to a bottom end of the drainage tube

Methodology Applied
Scientific EffectFiltration: Filter (physical)

Data Source

PatentUS11814806B2Multi-function retaining structure and implementation method thereof
Publication Date: 2023.11.14 NIROUMAND BAHMAN
  • US11814806B2 patent drawing
  • US11814806B2 patent drawing
  • US11814806B2 patent drawing

AI summary

A multi-function retaining structure for excavation and drainage operations during construction process and a method for excavation and implementation of a multi-function retaining structure at a target location. The multi-function retaining structure includes a first I-beam, a second I-beam, a third I-beam, a first inclined stiffener plate, and a second inclined stiffener plate. The method includes positioning the multi-function retaining structure above the target location, driving the multi-function retaining structure into the target location by pushing the bottom edge of the third web into the target location, softening soils in the target location by jetting water to the soils utilizing a first water jet tube and a second water jet tube, extracting the first water jet tube and the second water jet tube from the rectangular chamber, and draining water from the rectangular chamber by utilizing a water drainage pump and through a drainage tube.