Slab Lifting via Pressurized Air and Dried Sand Injection

Resolve Bottlenecks,
Find Innovative Solutions
Generate Solutions

Solution Overview

Problem

Existing methods for raising and leveling sunken slabs, such as concrete slabs, are inefficient and often require extensive removal or use of wet mud or sand jacking, which may not provide long-term stability.

Innovation Solution

Injections of dried sand carried by pressurized air are used to lift the slab, followed by water injection to stabilize and seal the sand, ensuring the slab is lifted and leveled effectively.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If wet mud is pumped under the slab to raise it, then the slab can be lifted to its original position, but the method lacks long-term stability and requires extensive material

Engineering Contradiction:
Improvelong-term stabilityVSAvoidextensive material
Core Design Contradiction:
ReliabilityVSQuantity of substance

Solution Approach 1:

The patent changes the physical state of the filling material from wet (mud) to dry (sand), and introduces a sealing agent (epoxy or polyurethane) that transforms the loose sand into a stable, water-resistant structure. This parameter change resolves the contradiction by providing both stability and material efficiency.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent creates a composite material by combining dry sand with a sealing agent (epoxy or polyurethane). This composite structure provides both the volume-filling capability of sand and the stability/water-resistance of the polymer sealant, eliminating the need for extensive wet mud while ensuring long-term reliability.

Inventive Principle:
Principle #40Composite materials

2Reliability

If dried sand and pressurized air are injected under the slab, then the slab can be raised and voids filled, but air can pass through the injected sand compromising stability

Engineering Contradiction:
ImprovestabilityVSAvoidair passage
Core Design Contradiction:
ReliabilityVSObject-generated harmful factors

Solution Approach 1:

The patent introduces a sealing agent (epoxy or polyurethane) as an intermediary substance that binds the dry sand particles together. This intermediary material fills the voids between sand grains and creates a continuous matrix that prevents air passage, thereby eliminating the harmful effect while maintaining the lifting and filling benefits.

Inventive Principle:
Principle #24Intermediary (Mediator)

Solution Approach 2:

The patent applies the sealing agent locally to the critical areas where air passage would compromise stability. The sealant is injected to specifically target and seal the voids and pathways in the sand structure, providing localized stabilization where needed most while maintaining the overall structure integrity.

Inventive Principle:
Principle #3Local quality

3Reliability

If sand jacking is used to level the slab, then the voids can be filled, but the method does not provide adequate sealing to prevent future settling

Engineering Contradiction:
Improvesettling preventionVSAvoidsealing mechanism
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The patent merges the filling function (dry sand) with the sealing function (epoxy or polyurethane) into a single integrated process. The sealant is injected along with or after the sand, combining both functions in one treatment, which prevents future settling without requiring separate complex sealing mechanisms.

Inventive Principle:
Principle #5Merging (Combining)

Solution Approach 2:

The patent changes the physical and chemical parameters of the filling material by incorporating a polymer sealant that transforms loose sand into a bound, water-resistant structure. This parameter change provides both filling and sealing capabilities, preventing future settling while avoiding the need for separate complex sealing systems.

Inventive Principle:
Principle #35Parameter changes

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

This method provides a stable and efficient means to lift and level sunken slabs by filling voids with dried sand, which is then stabilized with water, preventing air passage and ensuring long-term stability.

Implementation Method 1

dried sand is carried in a stream of pressurized air and injected underneath the slab

Methodology Applied
Scientific EffectPressurized air flow: Fluidisation

Implementation Method 2

dried sand and pressurized air are injected under the slab to raise and level the slab

Methodology Applied
Scientific EffectFluidization: Fluidisation

Implementation Method 3

Water is then injected underneath the slab for a predetermined period of time to wet the injected dried sand which stabilizes the injected sand

Methodology Applied
Scientific EffectAbsorption: Absorption (physical)

Implementation Method 4

stabilizes the injected sand and seals the injected sand to minimize or prevent air from passing through the injected sand

Methodology Applied
Scientific EffectSealing:

Data Source

PatentUS20240060251A1Slab lifting and leveling system and method
Publication Date: 2024.02.22 ASPLIN CHARLES L
  • US20240060251A1 patent drawing
  • US20240060251A1 patent drawing
  • US20240060251A1 patent drawing

AI summary

Systems and methods for raising a slab, such as a concrete slab, that has sunken and needs to be raised. In one injection, dried sand is carried in a stream of pressurized air and injected underneath the slab. The pressurized air raises the slab, and the dried sand is dispersed over a broad area and great distance underneath the slab to fill voids underneath the slab. Water is then injected underneath the slab for a predetermined period of time to wet the injected dried sand which stabilizes the injected sand and seals the injected sand to minimize or prevent air from passing through the injected sand. After the water injection, additional dried sand and pressurized air is injected underneath the slab to continue the slab lifting and filling of the void(s) underneath the slab.