{"id":44223,"date":"2026-09-17T10:52:46","date_gmt":"2026-09-17T07:52:46","guid":{"rendered":"https:\/\/www.detayendustri.com\/kalip-raflarinin-depreme-dayanikli-olmasi-icin-yapilmasi-gerekenler\/"},"modified":"2026-09-17T10:57:33","modified_gmt":"2026-09-17T07:57:33","slug":"steps-to-ensure-mold-racks-are-earthquake-resistant","status":"publish","type":"post","link":"https:\/\/www.detayendustri.com\/en\/steps-to-ensure-mold-racks-are-earthquake-resistant\/","title":{"rendered":"Steps to Ensure Mold Racks Are Earthquake-Resistant"},"content":{"rendered":"

<\/p>\n

Making mold racks earthquake resistant requires more comprehensive engineering than simply using thick steel or securing the rack feet to the floor with a few fasteners; the arrangement of heavy molds, rack frame, drawers, locks, mold restraints, anchors, and concrete slab must all be evaluated as parts of the same system. \ud83c\udfed When planning a mold shop, the question I prioritize alongside how many tons a rack can carry is where the mold will remain during shaking and which connections will transfer the resulting forces to the floor. The fact that the frame remains standing does not automatically mean that the mold will not slide or the drawer will not open.<\/p>\n

When preparing a drawer mold rack<\/u><\/strong><\/a> project for Detay End\u00fcstri<\/strong><\/a>, including seismic conditions in the technical specification from the outset reduces the need for poorly defined retrofits later. Earthquake resistance must be verified under specific design conditions and performance objectives;<\/u><\/strong> it does not mean a guarantee of remaining undamaged in every earthquake. The approach described in this article helps businesses ask the right questions, while the rack manufacturer and an engineer competent in seismic design should jointly determine the implementation details.<\/p>\n

What Risks Affect Mold Racks During an Earthquake? \ud83d\udd0d<\/h2>\n

During an earthquake, racks and molds are subjected to inertial forces; the height and distribution of the load, together with the system\u2019s dynamic characteristics, affect the demands on its connections. FEMA E-74: Behavior of Nonstructural Components<\/strong><\/a> explains that inertial forces, building deformations, and interaction with adjacent elements can cause damage. When applying this framework to a mold rack, overturning, sliding, connection damage, falling molds, and collisions with nearby equipment must be considered together. The fact that a rack has operated without problems at another facility does not prove that it will perform the same way at a new location.<\/p>\n

1. Collect Actual Site Data for Seismic Design<\/h2>\n

The first step is to document the facility location, ground and building information, the slab on which the rack will stand, rack height, mold weights, centers of gravity, and the planned drawer arrangement. Seismic design actions cannot be selected solely by the name of a city or by stating that \u201cthis is an earthquake zone\u201d; a rack on an upper floor of a building is also not subject to the same conditions as one on a slab on grade. The project engineer should determine the applicability of current regulations and standards according to the system type and explain the load assumptions and intended performance in the calculation report. \ud83d\udccb<\/p>\n

Rather than simply seeing \u201cearthquake resistant\u201d in a quotation, I would want to know which layout, loading arrangement, and connections have been evaluated. A calculation or test report prepared for a standard pallet rack should not be transferred directly to a mold rack with moving drawers. When the number of drawers, clearances, rails, or locks changes, the scope of the assessment should also be reviewed, allowing the purchasing team to compare the engineering services to be delivered as well as the product name.<\/p>\n

2. Evaluate the Concrete Slab and Anchoring Together \ud83d\udd29<\/h2>\n

A floor surface that appears level does not necessarily provide a suitable base for anchoring. Concrete strength, slab thickness, reinforcement, cracking, joints, and distances from edges must be verified; screed or a surface finish must not be treated as structural concrete. FEMA E-74: Installation Notes<\/strong><\/a> emphasizes the relationship between anchor capacity and concrete properties, embedment depth, spacing, and installation quality. It is therefore inappropriate to specify one anchor diameter, quantity, or tightening torque for every rack.<\/p>\n

The choice between mechanical and adhesive anchors should be based on calculated tension and shear demands, concrete conditions, and the product\u2019s technical qualification for the relevant seismic application. The assumption that \u201cadhesive anchors are always safer\u201d is misleading; the correct product must be installed correctly. Hole cleaning, curing time where applicable, and specified tightening procedures should be documented, while embedded services and reinforcement should be checked before drilling. Unplanned changes to hole locations or cutting of reinforcement must not be carried out arbitrarily on site.<\/p>\n

3. Have the Frame, Bracing, and Connections Checked<\/h2>\n

In a seismic assessment, uprights, braces, welds, bolts, and base plates form a complete system; a strong anchor does not compensate for a weak frame connection. FEMA E-74: Industrial Storage Racks<\/strong><\/a> illustrates earthquake damage caused by inadequate bracing and weak connections even in anchored racks. These examples demonstrate the importance of evaluating behavior in both horizontal directions together with the connections.<\/p>\n

Welding additional steel sections onto an existing rack without a design, drilling new holes, or connecting adjacent racks can change the distribution of forces within the system. If a connection to a wall or building column is being considered, the ability of that element to carry the additional load and the way relative movements will be accommodated must also be verified. I compare the rack to a chain here: every connection transferring forces from the mold to the slab must fulfill its role; simply making the most visible component thicker is not enough.<\/p>\n

4. Treat Drawer Locks and Mold Restraints Separately \ud83d\udd12<\/h2>\n

The lock that keeps a drawer closed does not perform the same function as the restraint that prevents a mold from sliding across the drawer. The lock\u2019s resistance to opening during shaking, the strength of the rails and stops, and the restraint of the mold against sliding and overturning must each be evaluated separately. A mechanism that prevents multiple drawers from opening is useful for everyday operation, but it does not constitute seismic qualification on its own. The weight of a mold does not guarantee that it will remain in place either; the shape, connections, and capacity of its restraints must be designed for the actual mold.<\/p>\n

The choice between 100 percent extension mold racks<\/u><\/strong><\/a> and 65 percent extension systems<\/u><\/strong><\/a> affects the load position when a drawer is open as well as accessibility. Keeping drawers closed and locked when not in use should be an operating standard; the designer should separately address an earthquake occurring while a drawer is open during work. A safety plan cannot rely on an employee approaching the rack to close a drawer once shaking has begun.<\/p>\n

5. Define the Loading Plan and Surrounding Clearances<\/h2>\n

Prepare a loading plan showing mold weights, rack locations, and permitted positions; although placing heavy molds at suitable lower levels helps control the center of gravity, this does not replace seismic calculations. Drawer capacity, total frame capacity, and point load limits should be monitored separately. In addition to the fully loaded condition, ask how partial and uneven loading conditions have been addressed in the calculations. When changing molds, a change in the load position or support points may matter more than a difference of a few kilograms.<\/p>\n

Clearances between the rack and columns, walls, adjacent racks, piping, and work areas should be determined according to the movements anticipated in the design. Rather than using a universal clearance dimension, collision and falling load risks should be reviewed in the layout plan. HSE: Warehousing and Storage, Keep It Safe<\/strong><\/a> recommends keeping routes clear and organizing pedestrian and vehicle movements safely. The material cabinets<\/u><\/strong><\/a> and workbenches<\/u><\/strong><\/a> around the mold rack are also part of this layout.<\/p>\n

Common Assumptions and What Needs Verification<\/h2>\n\n\n\n\n\n\n\n\n\n
Assumption<\/th>\nWhy is it insufficient?<\/th>\nWhat should be verified?<\/th>\n<\/tr>\n<\/thead>\n
The rack is very heavy, so it will not overturn.<\/td>\nMass also affects seismic forces.<\/td>\nSeismic calculations and connection design<\/td>\n<\/tr>\n
It is anchored to the floor, so it is safe.<\/td>\nThe frame or mold restraint may be inadequate.<\/td>\nThe complete load path<\/td>\n<\/tr>\n
The drawer is locked, so the mold cannot fall.<\/td>\nThe mold can move on a closed drawer.<\/td>\nMeasures specific to the mold to prevent sliding and overturning<\/td>\n<\/tr>\n
A larger anchor will solve the problem.<\/td>\nThe concrete, base plate, and spacing may be limiting factors.<\/td>\nAnchor group calculations appropriate to the design<\/td>\n<\/tr>\n
There is no visible damage, so we can continue working.<\/td>\nDamage to connections may not be immediately apparent.<\/td>\nA technical inspection after the event<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Assessing a Six Drawer Mold Rack \ud83e\uddee<\/h2>\n

Consider an illustrative scenario in which six molds of different weights are stored in a six drawer rack, the heaviest mold has been placed on an upper level because it is used frequently, and no historical records are available for the floor anchors. The first decision should not be to buy new anchors; a mold inventory should be prepared, slab information verified, and the existing rack\u2019s technical documentation examined. The engineer can then assess whether loads should be rearranged, restraints replaced, connections improved, or the system renewed. The scope of the solution cannot be determined from a photograph of the rack.<\/p>\n

In this example, the maintenance supervisor may say that the drawers open smoothly, while the production supervisor may report that capacity limits have not been exceeded; both observations are valuable for daily operation, but neither supplies the missing anchoring and seismic design information. My recommendation is to involve production, maintenance, and occupational safety teams together in the site survey meeting. This helps establish whether assumptions used in the calculations, such as \u201cdrawers are kept closed,\u201d are actually followed on site, and makes it easier to identify habits such as bypassing a safety mechanism that employees find difficult to use.<\/p>\n

6. Prepare Acceptance Documents and a Postearthquake Procedure \ud83d\udcc1<\/h2>\n

The handover file should contain the approved layout, loading plan, scope of calculations, installation drawings, anchor installation records, lock and restraint checks, operating instructions, and training records. Periodic inspections should track forklift impacts, corrosion, loosening, and unauthorized modifications. If shelf levels or mold arrangements used as the basis for the seismic design change, the technical assessment should be updated; an old capacity label must not automatically be carried over to the new layout. This discipline prevents the safety approach established at installation from being lost over the years.<\/p>\n

After an earthquake, employee safety and restricting access to the area take priority. Personnel should not approach a bent or displaced rack, or one with shifted loads, and begin unloading it without a plan; unloading a damaged system can also create temporary instability, so it must follow a safe intervention plan prepared by competent teams. Operations should not resume until the necessary building and rack assessments have been completed, and the possibility of aftershocks should also be considered in the intervention plan. The desire to protect a mold must not lead to sending an employee beside a load whose stability is uncertain.<\/p>\n

Frequently Asked Questions<\/h2>\n

Can an existing mold rack be strengthened against earthquakes?<\/h3>\n

This depends on a technical assessment. Retrofitting may be considered if sufficient information is available about the materials, connections, slab, and loads, although replacement may be more appropriate for some systems.<\/p>\n

Can the same anchors be used for every mold rack?<\/h3>\n

No. Anchor selection depends on concrete properties, edge distances, and seismic demands as well as the rack\u2019s loads and geometry.<\/p>\n

Does the rack have to be attached to a wall?<\/h3>\n

This is not a universal requirement. A wall connection should only be used when it has been designed through a combined assessment of the rack and building behavior.<\/p>\n

Does a load capacity certificate prove earthquake resistance?<\/h3>\n

Not on its own. The loads, layout, connections, and seismic conditions covered by the document must also be checked.<\/p>\n

What should we request from the manufacturer regarding seismic safety?<\/h3>\n

Request the scope of design specific to your project, the basis of calculations, loading limits, anchor and mold restraint details, installation records, and maintenance instructions.<\/p>\n

Define Safety Through Design and Maintain It Through Operation \u2705<\/h2>\n

The seismic safety of mold racks depends on accurate site data, seismic calculations, a suitable slab and anchoring, verified frame connections, drawer locks, mold restraints, and documented operating practices working together. When evaluating a solution with Detay End\u00fcstri<\/strong><\/a>, you can share your mold inventory and facility information, explicitly request the scope of seismic design, and prepare the necessary data for a technical assessment and quotation discussion<\/u><\/strong><\/a>. The goal is to establish a mold shop arrangement in which employees know what to check and the business can use its documentation to track the conditions under which the system can be operated safely.<\/p>\n<\/article>\n","protected":false},"excerpt":{"rendered":"

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