Precast Concrete Formwork for Trestle Construction

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Solution Overview

Problem

The construction period for concrete platforms is extended due to the need for form and support structures, which require setup and removal, and the use of steel forms necessitates additional supports and high transportation costs.

Innovation Solution

A process involving the formation of concrete forms with concrete side walls and a bottom slab, set on piers, where the form is not removed after concrete pouring, and a connecting member is used to maintain precision and prevent deformation, allowing simultaneous form and pier construction at different sites, reducing construction time and costs.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If conventional form and support structures are used for concrete platform construction, then the structural integrity during pouring is ensured, but the construction period is extended due to setup and removal requirements

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

Solution Approach 1:

The form structure is merged with the final concrete platform structure. The form walls become integral parts of the concrete platform, eliminating the need for separate support structures and form removal operations. This combining of temporary formwork with permanent structure resolves the contradiction by maintaining structural integrity during construction while eliminating time-consuming setup and removal phases.

Inventive Principle:
Principle #5Merging (Combining)

Solution Approach 2:

The form structure is constructed in advance as a separate entity (precast concrete walls) before the main concrete pouring operation. This preliminary preparation allows the form to be ready for immediate use, reducing on-site construction time while ensuring structural integrity is pre-established through factory-controlled manufacturing.

Inventive Principle:
Principle #10Preliminary action

2Productivity

If steel form is used to reduce construction period, then fabrication time is reduced, but additional separate supports are required and transportation costs increase

Engineering Contradiction:
Improveconstruction speedVSAvoidsupport structure requirements
Core Design Contradiction:
ProductivityVSDevice complexity

Solution Approach 1:

The invention uses precast concrete form walls that are designed to be left in place as part of the final structure, replacing expensive steel forms that require complex support systems and transportation infrastructure. The concrete form walls are economical to produce locally and eliminate the need for additional support structures, resolving the contradiction between construction speed and device complexity.

Inventive Principle:
Principle #27Cheap short-living objects (Disposable)

3Manufacturing precision

If embedded metal parts are set with prescribed accuracy requirements, then the structural precision is ensured, but the construction period is extended further

Engineering Contradiction:
Improveembedded metal part accuracyVSAvoidconstruction period
Core Design Contradiction:
Manufacturing precisionVSLoss of time

Solution Approach 1:

Embedded metal parts are pre-positioned and fixed to the precast concrete form walls in the factory before delivery to the construction site. This preliminary positioning ensures prescribed accuracy is achieved under controlled factory conditions, while the actual construction process is accelerated since no time-consuming on-site adjustment is required.

Inventive Principle:
Principle #10Preliminary action

Data Source

PatentEP2447025B1Method for producing concrete trestle, concrete trestle, and connecting member
Publication Date: 2014.11.19 MITSUBISHI HITACHIPOWER SYST LTD
  • EP2447025B1 patent drawingFigure 1~2
  • EP2447025B1 patent drawingFigure 3
  • EP2447025B1 patent drawingFigure 4~5

AI summary

Provided is a process for producing a concrete platform to which an object to be supported is fixed, including: a step of forming form having a pair of concrete side walls and a concrete bottom slab that connects the pair of side walls (S2); a step of setting the form on a plurality of piers (S3); and a step of pouring concrete into the form that is set on the plurality of piers (S6).