End-Embedded Girder Joint Structure for Faster Composite Frame Assembly

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Solution Overview

Problem

Conventional reinforced concrete construction methods face challenges such as lengthy construction periods, non-uniform quality, high labor requirements, safety risks, and inefficient joining processes, particularly in large structures, due to on-site formwork installation and complex beam-column joint connections.

Innovation Solution

A composite frame with an end-embedded girder joint structure using pre-assembled steel frame assemblies, where a girder body is inserted into U-shaped bracket assemblies coupled to column assemblies and integrated with concrete pouring, simplifying the construction of a steel-concrete composite structure.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If conventional RC construction method with on-site formwork installation is used, then flexibility in construction is maintained, but construction period is extended and labor requirements increase

Engineering Contradiction:
Improveconstruction speedVSAvoidconstruction period
Core Design Contradiction:
ProductivityVSLoss of time

Solution Approach 1:

The formworks are pre-attached to the pre-assembled column frame at the factory before delivery to the construction site. This preliminary action eliminates on-site formwork installation and disassembly work, significantly reducing construction time and labor requirements while maintaining construction flexibility.

Inventive Principle:
Principle #10Preliminary action

2Strength

If rigid connection method with welding or bolting is used for beam-column joints, then structural strength is improved, but joining time is extended and quality control becomes difficult

Engineering Contradiction:
Improvejoint strengthVSAvoidjoining speed
Core Design Contradiction:
StrengthVSProductivity

Solution Approach 1:

The bracket assemblies are pre-assembled with steel section members and connecting bars at the factory, forming integrated U-shaped structures. This preliminary assembly eliminates on-site welding or bolting operations, significantly reducing joining time while maintaining joint strength through the pre-fabricated rigid connections.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The bracket assembly merges the formwork support function with the beam-column joint connection function into a single integrated component. The U-shaped bracket assembly simultaneously serves as the joint connector and the formwork support structure, eliminating separate joining operations and reducing construction time.

Inventive Principle:
Principle #5Merging (Combining)

3Productivity

If pre-assembled bracket assemblies with U-shaped structure are used, then beam-column joint construction is simplified and speeded up, but structural complexity increases

Engineering Contradiction:
Improvejoint construction speedVSAvoidjoint structure complexity
Core Design Contradiction:
ProductivityVSDevice complexity

Solution Approach 1:

The U-shaped bracket assembly serves multiple functions: it acts as the beam-column joint connector, provides formwork support, and serves as the mold for concrete pouring. This multi-functionality simplifies the overall construction process despite the increased complexity of the bracket assembly itself, as it eliminates the need for separate formworks and joining operations.

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

Data Source

PatentUS12523033B2Composite frame having end-embedded girder joint structure
Publication Date: 2026.01.13 SENVEX
  • US12523033B2 patent drawing
  • US12523033B2 patent drawing
  • US12523033B2 patent drawing

AI summary

The present invention relates to a composite frame having an end-embedded girder joint structure, wherein a girder body is simply placed in a U-shaped preassembled bracket assembly coupled to the upper end of a preassembled column assembly and, then, concrete is poured into and integrated with the assembly such that the composite frame can reduce a construction period and improve quality at the time of forming a steel-composite ferroconcrete structure and enable simple and rapid building of a beam-column joint, thereby securing the constructability and stability thereof.