Precast Wall Panels for High-Rise Structural Integrity

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Solution Overview

Problem

Conventional precast modular components are not suitable for constructing high-rise buildings due to insufficient strength to resist wind and gravity loads, and cast-in-place concrete core systems are labor-intensive and time-consuming, increasing construction costs and schedules.

Innovation Solution

Precast wall panels made of cementitious materials, such as concrete, with vertical and horizontal reinforcing members, allowing for interconnection to form a core or perimeter wall system that can resist wind and gravity loads, enabling faster construction and reducing labor costs.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If conventional precast modular components are used, then construction speed may be improved, but structural strength to resist wind and gravity loads is insufficient

Engineering Contradiction:
Improveconstruction speedVSAvoidstructural strength
Core Design Contradiction:
ProductivityVSStrength

Solution Approach 1:

The wall system is divided into modular precast panels that can be manufactured separately and assembled on-site, improving construction speed while maintaining structural integrity through standardized connection details

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The precast panels use composite construction with concrete or masonry units reinforced with steel framing and connectors, achieving both the speed of precast installation and the structural strength needed for high-rise buildings

Inventive Principle:
Principle #40Composite materials

2Strength

If cast-in-place concrete core systems are used, then structural strength is achieved, but labor intensity and construction time increase

Engineering Contradiction:
Improvestructural strengthVSAvoidconstruction efficiency
Core Design Contradiction:
StrengthVSProductivity

Solution Approach 1:

Wall panels are precast in controlled off-site environments before being transported and assembled on-site, eliminating the time-consuming formwork and curing processes associated with cast-in-place concrete while maintaining structural strength

Inventive Principle:
Principle #10Preliminary action

3Reliability

If cast-in-place concrete core systems are used, then structural integrity is achieved, but construction schedule is extended

Engineering Contradiction:
Improvestructural integrityVSAvoidconstruction schedule
Core Design Contradiction:
ReliabilityVSLoss of time

Solution Approach 1:

The construction process is segmented into parallel activities: panel fabrication occurs off-site while site preparation proceeds simultaneously, and multiple panels can be assembled in sequence without waiting for curing, significantly reducing overall construction time while maintaining integrity

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The precast panel system allows continuous construction progress as panels are manufactured and delivered in sequence for immediate installation, eliminating the idle time associated with formwork assembly and concrete curing cycles

Inventive Principle:
Principle #20Continuity of useful action

4Productivity

If conventional precast components are used, then construction speed may improve, but quality control becomes difficult

Engineering Contradiction:
Improveconstruction speedVSAvoidquality control
Core Design Contradiction:
ProductivityVSManufacturing precision

Solution Approach 1:

Panels are fabricated in controlled off-site plants where quality can be systematically monitored and controlled, then delivered to the construction site ready for installation, combining the benefits of precast speed with factory-quality precision

Inventive Principle:
Principle #10Preliminary action

Data Source

PatentUS11680401B2Precast wall panels and method of erecting a high-rise building using the panels
Publication Date: 2023.06.20 SKIDMORE OWINGS & MERRILL LLP
  • US11680401B2 patent drawing
  • US11680401B2 patent drawing
  • US11680401B2 patent drawing

AI summary

Precast wall systems and methods for constructing a high-rise building using the precast wall system is disclosed. In one embodiment, the system includes a plurality of interconnected precast panels, each having a top end plate, a bottom end plate, a plurality of vertical bars disposed between the end plates and a cementitious material encasing the vertical bars and defining a plurality of sides of the respective panel. A first of the precast panels has a first column member half defining a right side of the first panel, a second of the precast panels has a second column member half defining a left side of the second panel such that, when the right side of the first precast panel and the left side of the second precast panel are disposed horizontally adjacent to each other, the first column member half and the second column member half collectively form a column member.