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TECHNICAL RESCUE AWARENESS

Section 3-1

Structural Collapse

Emergency providers have become an organized faction that responds to a large number of diverse types of emergency and non-emergency incidents. These incidents range from responses to automobile fires to collapses of multistory buildings. Our emergency response personnel continue to provide life saving action in all incidents whether they are formally trained or not. Due to that type of culture it is important for responding companies to have the needed knowledge to safely evaluate, and establish a method to start mitigation of each type of incident without exposing our personnel. The safety of our personnel continues to be the highest priority of each incident. Personnel that respond to these incidents need to be aware of hazards associated with each type of incident. In this section you will be able to identify general principles for a structural collapse.

Earthquakes, wind storms, floods, heavy snow, inadequate construction techniques, explosions, rain, fire, transportation accidents, and decay due to age affect buildings no matter where they are located across the globe.

The following program will cover what you the responder should expect to find at these incidents; including the initial response by the local residents, selecting strategies during initial size-up, destructive forces expected due to the type of disaster, and the initial information that is needed to direct incoming rescue forces. Along with discussions of the different building designs, their weaknesses, and how the different damaging forces will cause adverse structural loading and the resultant collapse patterns.

Emergency responders from each community have a different method for addressing the same problems as found elsewhere in the nation. Communities must evaluate the probability of each type of damaging forces that affect their location. This will help us effectively plan for these special emergencies, and their special hazards. Protecting our personnel and the occupants that remain in those damaged structures will be the result of these efforts.

It is the intent of this program to train fire department personnel to be competent at surface rescues. Surface rescues involve minimal removal of debris and building contents to extricate easily accessible victims.

INITIAL INFORMATION GATHERING

Information gathering techniques will be crucial to the efficient transition of the Technical Rescue Specialist into the incident. It is important for these incoming forces to carefully verify information obtained from the first responders and other individuals at the disaster site. By the time the information exchange takes place, the first responders will probably be subjected to the following:

A many hour period of physical and emotional draining work. Feelings that it's not possible that other victims have survived within a badly collapsed structure.

A need to experience closure; that the incident is over.

Feelings by relatives/friends of the missing that they have surely survived and are entrapped.

The information gathering must therefore, proceed as swiftly and unemotionally as possible, while testing all current assumptions. Information from others on structural safety issues should be recorded, but the Search Specialist should perform his own assessment, independently, as in any good check.

This section will discuss the following issues that relate to developing the structural approach to a specific disaster site:

Review initial Phases: Triage, Assessment & Marking

Building Search & Rescue Basic Plans

Hazard Reduction & Victim Access

 

TRIAGE CRITERIA

The following information needs to be considered in determining risk/benefit that will aid in prioritization.

Occupancy -the type of activity done in the building, as well as, the potential maximum number of occupants.

Structural Type -what type of materials are involved, in order to help identify difficulty of access, type of collapse, potential hazard mitigation needs, etc.

Collapse Mechanism -how building failed in order to provide an indication of type of voids that might be available for victim survival.

Time of Day -refers to the time of the event which caused the collapse. This is a critical factor when combined with the occupancy type. For example, if an earthquake occurs at 2100 hours and collapses an office building and an apartment building, the apartment building would normally represent the higher potential for a success rescue than would the office building. If the event occurred at 1000 hours, the opposite would be true.

Prior Intelligence -information from the general public, local authorities, first responders, etc., relating to known trapped victims.

Search and Rescue Resources Available -does the particular building require resources beyond what is readily available to the task force (i.e., heavy equipment required to gain access.)

Structural Condition of the Building -generally, can search and rescue operations proceed with a minimum of stabilization effort.

OVERVIEW OF DESTRUCTIVE FORCES

Earthquakes -cause shaking that has its greatest effect on weak, heavy structures that are dynamically coupled with their sites.

Wind -hurricanes and tornadoes cause damage due to wind velocity, airborne missiles, tidal surge, and difference in atmospheric pressure. Wind affects mostly light, un-engineered buildings and structures that are penetrated, thereby causing high uplift/blowout forces.

Floods -are normally classified as riverine flooding and coastal flooding. Riverine flooding may be flash type, which has a rapid water rise, high velocity , and may produce a wall of water effect. Other river flooding may be relatively slow unconfirmed flow over a low lying broad area. Coastal flooding is caused by severe storms that may be combined with high tides. The step up surges of hurricanes combined with their high winds produce combined forces from wind and flooding. The damage from flooding is caused by hydrostatic lateral pressure/lifting, hydrodynamic forces due to velocity and wave height, and debris impact from waterborne objects.

Snow and Heavy Rain -cause roof collapse due to overload. Most often occurs in long span construction with relatively flat roof, where roof beam or truss fails, leading to partial collapse, Snow build up cause more complete collapse due to failure of vertical supporting elements.

Construction Problems -most often caused by lack of temporary lateral bracing or inadequate vertical shoring. Failures have occurred during concrete pours, while placing large roof beams and trusses, and during lifting of large concrete slabs. In addition, collapse has been caused by overloads due to stockpiling materials and non-engineered alterations.

Explosions -have been caused by natural gas build-up as well as deliberately set bombs. Light weight wood and steel structures often have the weakest part blown out to reduce pressure (i.e., roof or wall skins, windows) entire roof or the wall may be blown out. Reinforced concrete structures contain blast better, often causing greater loss of life, and if columns or walls are badly damaged, collapse of floors can result. Precast structures are especially vulnerable since large concrete parts can become disconnected or blown out leading to progressive collapse.

Structural Decay -has lead to collapse of older buildings and bridges. Collapse can be most devastating when vertical support members fail leading to multi-floor collapse. In older buildings, the exterior unreinforced masonry walls can be left standing full height without any bracing by pancaked floors. Walls could later fall in on floor debris pile, or out into the street, or adjacent buildings -very significant hazard.

Fire -Wood or metal roof/floors often collapse due to burn through and can pull exterior masonry or concrete walls in or leave them standing in an unbraced condition. A steel structure left standing after a fire can have significantly reduced strength due to loss of original heat treatment. A remaining concrete structure can be damaged due to spalling and shearwalls and can be cracked due to expansion of floors.

Transportation Accidents -have caused structures to collapse due to impacts and spillage of large quantities of materials.

PHASES OF COLLAPSE RESCUE INCIDENTS

It is important for all to understand the typical chronology of a Technical Rescue incident. The emergency response normally occurs in the following phases;

Initial spontaneous response -unskilled, neighbors, community response teams, and passers-by will heroically help remove lightly trapped and/or injured victims. These rescuers have often acted far beyond their normal skill level and often save three-fourths or more of the total. Survival rates are relatively high, since victims are not normally entrapped. Professional firefighters, law enforcement officers, and emergency medical personnel may participate and better organize the response. This phase will often end during the first night.

Planned Community Response -by trained community response teams. Call-out and visual searches would be used to locate and rescue the non-structurally trapped. Some lifting of objects (furniture, bookcases, etc.) would be done as well as mitigation of hazards ( extinguish small fires, turn off gas, observe/refer hazardous materials).

Void Space Rescue - by emergency services rescue forces. Search elements would help prioritize site to make better risk vs. benefit judgments. Rescue would proceed using existing cavities, duct/plumbing shafts, basements, and/or small cut openings in easily breachable floors and walls. Some shoring might be done to protect safe haven areas and otherwise protect emergency responders and/or victims. This phase may start the first day , but often, not until after some organizing efforts have taken place, requiring at least one hour.

Technical, Urban Search & Rescue -by trained Technical Rescue Specialists, aided by equipment. Site or sites would be re-evaluated, re-searched, and prioritized for the ten-day long effort. Extensive cutting, shoring, etc., may be done to penetrate the structure. Cranes may be used to remove layers of structural debris or parts of the structure that are hazardous.

INITIAL TASKS OF FIRST IN COMPANIES

During the infancy stage of an incident, first in companies must realize that there are many tasks that are important to be accomplished and/or verified.

First the scene should be identified: Size- of structure, occupancy type, (structure type and collapse mechanism, if possible). Also a consideration should be, weather, exposures, time of day and possible locations of victims.

Next the scene should be isolated to control the bystanders, family and personnel. Any type of isolation materials can work (banner tape, cones, snow fence). A consideration in isolation would be a possible collapse zone.

Mitigate any existing hazards (gas, electric and water).

One of the final tasks is a complete survey of all four sides plus a view of the top and bottom if possible. During the recon stage, personnel are noting possible entry points and verify any contact with any viable victims. This stage is the must hazardous to first in companies, mainly due to the overwhelming urge to assist victims in need. The. most important factor that one must remember is that Structures are unstable or unsupported and that secondary collapse is a high concern.

 

 

STRUCTURE / HAZARDS MARK

  • Struct & Hazmat Spec make a 2' x 2' box on building adjacent to accessible entry .

  • Done after doing Hazards Assessment and filling out Structure / Hazards Evaluation.

  • Box is spray painted with using International Orange (in TF Cache)

 

STRUCTURE / HAZARDS MARK

 

  • Structure relatively safe for S&R ops. There is little chance of further Collapse.

    •  Victims could be trapped by contents

    • or could be unconscious

 

STRUCTURE / HAZARDS MARK

  • Structure is significantly damaged. Some areas may be relatively safe, but others may need shoring, bracing, removal, and/or monitoring of hazards.
    • Building could be completely pancaked.

 

STRUCTURE / HAZARDS

MARK

 

  • Structure is NOT SAFE for Rescue Ops and may be subject to Sudden Collapse. Remote search Ops may proceed at significant risk. If rescue Ops are undertaken, Safe Haven areas, & rapid evacuation routes (with Structure Monitoring) Should be Created.
  •  

STRUCTURE / HAZARDS MARK

 

  • Arrow next to Marking Box indicates the direction of  Safest Entry to Structure

 

STRUCTURE / HAZARDS MARK

  • HM indicates hazardous material condition in or adjacent to structure. S&R Ops normally will not be allowed until condition is better defined or eliminated.

 

STRUCTURE / HAZARDS MARK

 

                   

No Entry until gas is turned off. When it's mitigated, should line out the HM mark and record the new date and TF

 

SEARCH ASSESSMENT MARK

 

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Last Updated  November 03, 2003
Copyright 2002 All Rights Reserved by  Lisle-Woodridge Fire District