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We have been working with Allplan Precast for a long time. Using Planbar, we efficiently create overview drawings, as well as element plans and generate error-free data for production.

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When there are changes in any discipline model, all clashes pertaining to this model must be performed again. This will highlight the impact of any changes made and any fresh clashes that made occur as a result. The updated 3D BIM can then be shared with all project stakeholders promptly. This process should be repeated until all clashes are resolved by the relevant stakeholders in each of their disciplines. Ideally, the final result should not contain any clashes between the objects within or between different discipline models.

Labour-intensive processes, such as formwork and reinforcement, can be addressed, planned and subsequently improved using clash-resolved 3D reinforcement models created in the BIM software. In addition, the 3D model reduces the likelihood of unforeseen errors on-site, preventing the requirement for additional labour to rectify the mistakes (Trimble Solutions, 2021).

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Do you have a specific challenge? Then get in touch with us and let’s work together to see how we can increase the productivity.

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It can be clearly seen in the results that software clash detection is far more efficient than expert human analysis. Giving the expert team more time did not significantly improve their efficiency. Although an additional 19 clashes were discovered, this still accounted for approximately 10/26% only of the total clashes found by the software in a much quicker time frame. There is probably a limit to how many clashes are even identifiable by experts.

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In simpler terms, BIM means building twice: first building virtually in a digital environment and then constructing the building in the real world. BIM technology has the potential to revolutionise the construction industry with its countless benefits, but it has yet to be utilised fully by them.

In addition to the Essentials functionality, the Slabs Package allows you to design slabs automatically. Create inclined planes, ramps or balconies from a simple 2D polygon. The planning range also includes assembly parts such as lift-off anchors or automatic base reinforcement.

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Collaboration is the key to the success of any construction project. BIM allows users to create a federated model by combining BIM models with input from mechanical, electrical, plumbing, architectural, structural and other disciplines. Each contractor will upload their contribution into a shared data environment known as the CDE where they can be accessed, edited and combined. This integrated approach allows stakeholders to use a shared model and ensures that they are all using real-time information (Figure 11).

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They have been billing our company for over a year after having major software issueless. They continued to charge after cancelling. Customer service is beyond horrible- they have absolutely no skills in customer service at all.

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However, using this optimized process, the GC is directly paying for all production at a lower rate, can control ancillary related costs more readily, and can strike all such costs from the bids by the design team and the trades. Given the markups, this will likely more than pay for the experienced modeling team, as well as any required additional training and IT infrastructure.

The use of 3D BIM modelling for rebar can be a powerful validation tool for the design and buildability of reinforced concrete buildings. This approach helps identify, check and solve any rebar clashes to avoid expensive buildability issues during the construction process.

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This study presents a new workflow for detecting the clashes of rebar in a BIM environment during the early stages of the project that can be applied to other projects to reproduce the results. In this study, BIM modelling for rebar refers to the modelling of reinforcing bars in a 3D environment that includes detailed lap design, rebar type, grade, quantity, spacing and location.

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The proposed P–T–C analysis was applied to a practical example to demonstrate the benefits of BIM-based clash detection for rebar. Although the presented examples are not statistically relevant (more tests should be conducted with different variables and project types), they demonstrate the simplicity and possible use of P–T–C analysis.

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Many researchers have stated that it is far more cost and time effective to eliminate clashes in the early design stages rather than addressing them during the construction phase of the project. By using a BIM-based approach, one can eliminate reworking in reinforcing steel works as any design faults can be addressed before construction even begins. The practice of including rebar in the 3D BIM model clash-detection process has been detailed in this paper.

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This study focuses on the comparison between traditional and BIM-based clash-detection processes of rebar in reinforced concrete buildings. The author intends to discuss the conceptual guidelines for the implementation of the BIM-based clash-detection process for rebar.

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I absolutely do not advocate reusing any design model content, nor building on top of them with simply more detail. By strictly using CDs as the only source of information, the GC can uncover almost all documentation errors, omissions, and constructability issues that would be found later using traditional methods. These have serious monetary impacts on the project, which otherwise would go unnoticed or, more often, simply absorbed by the GC.

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That’s a great start by Matt Stachoni. I'm looking forward to the following part (or parts (page)).

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Clash detection can be performed by defining the rules and identifying the areas/elements that are not complying with the preset rules by the model. This method is useful when highlighting soft clashes, clearance clashes and animated clashes. Solibri Checker is a software program that works using this approach, and it can predict code violations.

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Open the electronic drawings and start measuring. The software supports dimension assemblies for group measurements, and the estimator can transfer the quantities to a costing solution to generate a cost estimate. Although eTakeoff looks like a standard application for on-screen measurement and semi-automated generation of quantities, it can be integrated with BIM.

They seem to me to be all about project quality and buildability. If we regard BIM as a technology, then it is hardly the technology’s fault that the design is not detailed enough, although hardware/software does constrain us somewhat.

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The requirements and specifications of this new workflow are established based on intense literature review and the application of the key learnings of the author. Afterwards, the 3D BIM model development and clash-detection process are carried out as part (next) of the new workflow, involving many important phases right from the development of a concrete model to producing clash documentation. Figure 7 shows a flowchart of building a 3D BIM model with rebar and the clash-detection process in a 3D environment.

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Low productivity has been a constant issue in the construction industry, including steel fixing and placing. This low productivity raises costs and adds risk and waste across project life cycles. Productivity is a very relevant topic right now.

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Mostly, clash checks are performed by considering the geometry of the elements where they highlight the clashes where there are intersections between the elements. This method is useful in discovering hard clashes and duplicates. Tekla Structures, Tekla BIMsight, Trimble Connect, BIMcollab and Navisworks Manage are just some of the software applications that use this methodology to detect clashes (Figure 5).

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Almost every trade subcontractor goes through a lengthy shop drawing process. It replaces the design intent with fabrication parts and real-world details to make it buildable. Like the design team, shop drawings would ideally “fall out” of their modeling efforts.

Clash detection can be performed in BIM authoring software or BIM integration software. It would be advantageous to perform clash checks in BIM integration software since it has the flexibility to import BIM models from any BIM authoring software using an open BIM approach.

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The Navisworks 2021 software was used to create a federated model by combining structural and pipe models; clashes were detected by defining the clash sets and labelling the clashes by grouping them based on their nature. In this example, 3D BIM models were used in collaboration meetings to identify and discuss the clashes. The clashes are documented using either an HTML or an XLS format (Figure 17).

Clash detection is an integral part of the BIM process

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It is impractical to de-clash all the rebar in the structure of a 3D model since it is a time-consuming process. There should be a clear distinction in the BIM execution plan about which bars need to be de-clashed and which bars should be excluded to ensure the high buildability of digital reinforcement models. For example, links, hairpins and any other bars that are less than or equal to 12 mm need not be considered widely for clash detection since they can be easily de-clashed at the site.

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My solution: Return to the stone age of pencil and paper on the board. It’s a bit more work, but the process worked much, much better than what passes for BIM today. Return to engineers managing the whole thing.

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The clash matrix supports the user in viewing the entire list of clashes in different discipline models in a 3D space and drill down to clashing objects. It also provides maps of all the objects that need to be considered for the clash checks in BIM rebar models along with their tolerances.

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Steel fixing is a labour-intensive process, but it offers considerable strength improvement when used in combination with reinforced concrete construction. However, productivity lessens as more steel is introduced into the construction process, particularly in complex or confined spaces, such as stairs and complex transfer beams.

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In the case of modified cross-sections or materials, it is possible to update the data in both programs. New structural components are added automatically and deleted design elements are removed.

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Good estimators will use the design CDs and perhaps the design-intent models to generate their estimates, and then back it all up with some serious Dr. Strange-level Mystic Arts to account for hidden costs. I know a few experienced estimators who can hold a roll of CDs in their hands, mentally weigh them, and then accurately estimate a base bid, along with the inevitable change orders.

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When comparing the results for a particular task obtained by manual methods against those by software, it is strongly advised to calculate the C E across an average of at least 20 individuals to ensure that the results are accurate. This will allow the consideration of the experience of the human analysts and their expertise in clash detection.

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In a 2D environment, the accuracy of clash-check results depends on the experience and visual ability of the draftsman. If there are any changes in the inputs, the whole visual inspection process has to be restarted from the beginning. The biggest problem with 2D clash detections is that there is a high chance of human errors in the visual inspection results.

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BIM analysis tools are used to analyse and predict model behaviour. They are used to validate model compliance with standards/codes and allow users to carry out engineering analyses. These tools are commonly used in the preliminary design phase until the construction phase ([email protected], 2021).

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Clash detection is the process of inspecting and identifying conflicts within different BIM models for the purpose of smooth coordination. Clash detection is sometimes referred to as collision detection or coordination.

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There are different types of couplers available, such as female, male, positional, bridging and transitional couplers and end anchors. Based on the project requirements, lap lengths and couplers can be modelled using BIM tools within the BIM authoring software. The connections should be placed, whenever possible, away from positions of high stress and should preferably be staggered. There are tools available in the BIM software to model lap lengths and couplers in a 3D environment. The inputs required to model lap lengths are the selection of rebar to be lapped, lap length, preferred side and position and percentage of bars lapped at the selected section. The inputs required to model couplers are the selection of rebar to be coupled, the leg that needs the coupler, coupler type and coupler make (Figure 10).

BIM collaboration tools are used for combining or federating different discipline models to see how they will interact with each other in the real world. They can be used to identify potential problems in the coordination between different models and allow users to provide comments and mark-ups to overcome any issues. These tools are commonly used in the design phase for quality assurance and discussion of solutions to any arising issues during collaboration meetings.

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I'm finding the discussions of BIM fascinating, even though it’s outside my normal area of mechanical design and manufacturing. I can’t help trying to imagine what manufacturing would be like if it was done the way construction is, and vice versa.

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RFEM/RSTAB is based on an object-oriented structural model; Revit is based on parametric modeling. Therefore, the data exchange keeps the “intelligence” of the objects: It means a column or a beam is replaced by a similar object in RFEM, not only by a group of lines.

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If we regard BIM as a process, then the fact that the constructability is poor is not a failure in the digital process, but a human failure. I look forward to reading part II.

The return on investment (ROI) that BIM offers depends on various factors such as the type of project, complexity, scope and the appropriate implementation of BIM. The ROI of clash detection is a key benefit to adopting a BIM-based analysis, but it is not limited to clash detection only. The prediction of serious issues and major clashes during the design stage using BIM-based processes can reduce the change orders, technical queries, requests for information and rework, as it is expensive to address these issues at the site during the construction stage. The actual ROI achieved by a BIM methodology is also greatly improved by other benefits such as highly coordinated drawings and reports, accurate material quantities and instant updates of drawings and reports as and when there is a change in the model. The clash-detection capabilities of a BIM-based approach justify its investment without taking into consideration all the other benefits that it provides.

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When viewed from this perspective, the workflow is crazy, but the solution is clear: The GC needs be the sole developer of all construction models, models that answer all design and constructability questions. This modeling-production self-performance work is critical to realize the true benefit from BIM.

New software often means making a significant investment in both time and (particularly) money. One should, therefore, undertake a cost–benefit comparison: comparing the cost of purchase, training (including downtime) and maintenance with the expected benefits. The solution that initially looks cheap does not always offer the most cost-effective solution in the long term.

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Three-dimensional BIM facilitates clash detection and incorporates programme details, cost constraints and asset-management information; it optimises the use of data throughout the project life cycle without loss, contradiction or misinterpretation. By learning from these experiences and implementing solutions adeptly across the full life cycle of a project, Atkins can achieve as much as a 20% reduction in the time needed for completing a project and up to 16% in cost savings only in the design phase (WEF, 2021).

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The input data for this study were shared with two teams, one team (team B) carrying out clash detection using a BIM software-based approach and the second (team A) using a manual approach to the analysis. Each team included an RC detailing expert with more than 10 years’ experience.

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The planning range also includes assembly parts such as lift-off anchors or automatic base reinforcement

Project stakeholders must organise and conduct regular collaboration meetings to review, discuss and develop solutions and resolve the identified coordination issues or clashes between different discipline issues. The participants of the collaboration meeting would discuss the design information discrepancies and use their knowledge and understanding of the subject to provide optimal recommendations and solutions. Three-dimensional models would be used in the collaboration meetings to explain the various design coordination issues and their proposed solutions. One important factor to be considered in this phase is to ensure that those who are involved are open-minded people who give honest reviews and comments, as well as implementing the decisions made at the group meetings (Figure 12).

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Where a software application is used to detect clashes, it can produce results very quickly. However, more time is required to analyse the results because the software may identify false positives or results that can be ignored for various reasons.

The objective of this paper was to explore the benefits of using a BIM-based process for clash detection among rebar. For that purpose, a literature review of the information about clash detection and BIM has been done.

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One of the key challenges in the construction industry is maximising the productivity of the teams involved. Poor communication and coordination can hinder the exchange of vital information between project stakeholders. Successful project execution requires phenomenal levels of coordination, collaboration and communication. Essentially, at critical points during the execution of a construction project, quality communication is required to ensure that the right information is shared with the right people at the appropriate time.

An animated clash represents two or more objects intersecting each other due to their dynamic characteristics, but they need not clash when they are in a static position. This type of clash can be found by performing virtual sequencing, but this is quite time consuming.

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Once the discussions have concluded, the information manager or BIM coordinator would document all the conflicts or issues, including decisions that had been made. According to the documentation strategy, they will record details of the issues to be resolved and who is accountable for implementing the recommendations. They will detail each design issue separately and prepare them for any subsequent issue identification stage. The clash reports or documents can be used as an audit trail for quality assurance and management processes (Lin and Huang, 2021).

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The application of BIM is gaining popularity among construction firms. It is considered a very effective method of planning all construction projects since it adopts a data-centric approach. This enables plans to be checked for clashes, including rebar clashes, before any construction takes place, leading to fewer iterations throughout the construction process. The construction industry is now beginning to grasp the huge benefits of incorporating a BIM-based approach into all aspects of their planning activities.

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Designers from different disciplines working in isolation from each other and unbuildable designs can also cause reinforcement clashes. They can be easily mitigated by collaborating early with contractors to ensure that they understand the reinforcement and concrete methods before construction with the use of BIM models.

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A duplicate clash indicates that two or more intersecting objects are identical in type and position within a tolerance range. While modelling, the modeller creates at least two objects in the same location, usually due to accidentally copying the original object.

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However, it would be a mammoth task for heavily reinforced structures to be de-clashed on-site. Anchor plates and anchor channels that support other services make the de-clashing activity of rebar difficult since the embedded items cannot be moved out of the tolerance zone. Hence, the rebar needs to be de-clashed to get to the space for installing embedded items during the modelling stage.

The outcome of the clash detection and resolution process is a clash-resolved BIM model with rebar. It is very important to communicate this valuable information – that is, the de-clashed position of every single rebar – to the construction team so that they adhere to the de-clashed position instead of nominal design spacing, to increase the productivity of the rebar processes. The de-clashed position of rebar or other elements such as anchor plates, anchor channels and pipes can be communicated to the site through 3D models. The construction team can access all the information that is required for construction from 3D models. These data-rich models would be highly beneficial during the rebar procurement, fabrication and placing/fixing processes. Three-dimensional BIM rebar models may be centrally held in the project office or the cloud so that they could be accessed directly using iPads or similar electronic devices (Figure 18).

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The penetration between the rebar is considered a clash and it is denoted as ‘p’. When the penetration is greater than the tolerance value, then it would be considered a clash. The tolerance limit ‘i’ is generally set to 3 mm for reinforcing bars with a nominal diameter strictly above 10 mm (Figure 6).

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It is always best to use the effective diameter for performing clashes, since it is slightly higher than the nominal diameter, due to the presence of the ribs. Rebar tolerance can be set to 3 mm since this is commonly used across different projects and allows for 3 mm overlaps between rebar without the BIM software reporting tolerable clashes.

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After receiving the Hypertext Markup Language (HTML)-based clash-detection report, it needs to be converted into a spreadsheet for subject matter experts to label the clashes. The spreadsheet should contain columns with clash labels, each with a drop-down list containing four options: serious clashes or errors, negligible or pseudo clashes, legal interventions or deliberate clashes and unknown (Lin and Huang, 2021). The grouping of clashes is an important feature in BIM software to enable clashes to be grouped based on their nature. Some clashes can be safely ignored by the teams, and they can be grouped and shared with all project stakeholders before authorising the model for pre-construction activities.

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Clash checks can be done on models that have been created in different (compatible) BIM applications, within models or between different models. This flexibility allows different disciplines to use 3D BIM models to eliminate or resolve potential conflicts before actual construction begins.

A soft clash represents an object that can hinder the movement of other objects or clashes that occur when objects need more spatial or geometric tolerances within required limits due to movement, space, installation, manipulation and connection requirements. It highlights the clashes between the objects and the buffer zone created around other objects. The soft clash is also known as the conservative hard clash.