Acute Angle Shoring Beam Configuration for Column Stability

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Solution Overview

Problem

Current shoring deck securing methods are inefficient and costly, particularly for high-rise constructions, as they require time-consuming cross-bracing that creates barriers and complicates the construction zone, failing to effectively manage both vertical and lateral loads during concrete pouring.

Innovation Solution

A method and system using asymmetrically positioned beams to secure a shoring deck to a column, where the beams are aligned at an acute angle to each other, providing lateral support and restricting movement, thus enhancing stability without the need for extensive cross-bracing.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Stability of the object's composition

If cross-bracing between adjacent vertical shoring posts is used to secure the shoring deck, then the stability of the shoring deck is improved, but the construction time and cost increase significantly

Engineering Contradiction:
Improvestability of shoring deckVSAvoidconstruction time
Core Design Contradiction:
Stability of the object's compositionVSLoss of time

Solution Approach 1:

The patent extracts the cross-bracing function from the traditional cross-bracing structure and relocates it to the column-beam connection system. By positioning beams at acute angles to the column axis and securing them to the shoring deck, the lateral support function is extracted from the space between posts and transferred to the column interface, eliminating the need for time-consuming cross-bracing between posts.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The patent transitions from a two-dimensional cross-bracing arrangement between vertical posts to a three-dimensional configuration where beams are positioned at acute angles to the column axis. This dimensional change allows the beam system to provide lateral support through angular positioning rather than direct horizontal bracing, reducing the number of components and assembly steps.

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

2Stability of the object's composition

If cross-bracing between adjacent vertical shoring posts is used to secure the shoring deck, then the stability of the shoring deck is improved, but the complexity of the construction zone increases

Engineering Contradiction:
Improvestability of shoring deckVSAvoidcomplexity of construction zone
Core Design Contradiction:
Stability of the object's compositionVSDevice complexity

Solution Approach 1:

The patent removes the cross-bracing elements from the construction zone by extracting their support function and relocating it to the column-beam connection system. This extraction eliminates the barriers and complications that cross-bracing creates within the construction zone below the shoring deck, while maintaining the necessary lateral support through the column interface.

Inventive Principle:
Principle #2Taking out (Extraction)

3Force

If traditional cross-bracing methods are used to secure the shoring deck, then lateral support is provided, but the method becomes time-consuming and expensive

Engineering Contradiction:
Improvelateral supportVSAvoiderection time
Core Design Contradiction:
ForceVSLoss of time

Solution Approach 1:

The patent employs preliminary action by pre-positioning the beams at acute angles to the column axis before securing them to the shoring deck. The beams are prepared and positioned in advance, allowing for rapid assembly without the need for time-consuming on-site cross-bracing operations between vertical posts during the concrete pouring process.

Inventive Principle:
Principle #10Preliminary action

Data Source

PatentUS11041321B2Method and system to secure shoring deck to a column
Publication Date: 2021.06.22 TITAN FORMWORK SYSTEMS LLC
  • US11041321B2 patent drawing
  • US11041321B2 patent drawing
  • US11041321B2 patent drawing

AI summary

The disclosure is directed to a method and system for securing a shoring deck to a column. The method includes providing a first beam bracing against a column, wherein the first beam is disposed at a first longitudinal axis that is perpendicular to a long axis of the column. The method includes coupling the first beam to first and second deck beams of a plurality of deck beams of a shoring deck. The method also includes providing a second beam bracing against the column and coupling the second beam to third and fourth deck beams of the plurality of deck beams. The method further includes positioning the first and second beams with respect to the column such that respective first and second longitudinal axes through the respective first and second beams are aligned at an acute angle with respect to each other.