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TO 1-1-700 - Robins Air Force Base

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<strong>TO</strong> 1-1-<strong>700</strong><br />

b. Use e-inch rivnuts of appropriate length, and install the<br />

rivnuts (dipped in the bonding agent specified in the<br />

system specific MK-679/G shelter maintenance manual)<br />

in the shelter bottom with the applicable rivnut heading<br />

tool as instructed in paragraph 30 of the system specific<br />

MK-679/G shelter maintenance manual.<br />

c. Prepare a sheet aluminum alloy spacer 0.001-0.003 inch<br />

thinner than the head of the rivnut.<br />

Drilling and cutting operations create metal chips<br />

which may enter the eyes. Eye protection is required.<br />

d. Use the skid as a template to mark the spacer and drill<br />

holes equivalent to the diameter of the rivnut head.<br />

e. Position the spacer and skid and secure the spacer and<br />

skid by tightening the mounting bolts into the rivnuts.<br />

Figure 10-13. Corrosion Undercarriage of Shelter<br />

f. Prime and paint the exposed aluminum alloy surfaces<br />

per directions in MIL-DTL-14072 with application procedures<br />

per Chapter 7 of this manual.<br />

10.16 VAN AND TRAILER ATTACHMENT POINTS<br />

(INCLUDING LIFT RINGS).<br />

Drilling and cutting operations create metal chips<br />

which may enter the eyes. Eye protection is required.<br />

e. Use the skid as a template to mark the spacer and drill<br />

holes equivalent to the diameter of the blind nut head.<br />

f. Position the spacer and skid, and secure by tightening<br />

the mounting bolts with lock washers and nuts into the<br />

blind nuts.<br />

g. Apply a fillet seal to the skid seams and a topcoat seal<br />

over the mounting hardware.<br />

10.15.2.2 Replacing Damaged Shelter Skids. Damaged<br />

shelter skids secured with rivets must be removed and secured<br />

with mounting bolts. Follow the procedures below when<br />

replacing damaged shelter skids.<br />

Lift, tow, and tie-down fittings are normally mounted on shelter<br />

corners, on end walls, and on roof panels. The lift rings and<br />

mounts are designed for lifting the complete shelter with internally<br />

mounted and stowed equipment. Because of the severe<br />

loads placed on all ring fittings, the ring, mounts, and attachment<br />

hardware must be in good mechanical condition and<br />

properly secured. If the rings are deformed or exhibit weld<br />

cracks, they must be replaced by depot. The lift rings on the<br />

C-E-M shelters are susceptible to corrosion due to the extreme<br />

heavy pressure/stress applied to the rings when the shelters are<br />

moved and setup in the field. The heavy use of the rings<br />

causes the protective coating to crack allowing moisture to<br />

enter and begin to initiate corrosion If the lift rings and fittings<br />

exhibit rust or surface corrosion, but are otherwise sound, the<br />

fitting should be cleaned to bare metal and refinished. Refer to<br />

paragraph 3.13.3 and Table 3-9 in <strong>TO</strong> 35E4-1-162 for the<br />

required paint system and apply it per procedures in Chapter 7<br />

of this manual.<br />

Drilling and cutting operations create metal chips<br />

which may enter the eyes. Eye protection is required.<br />

a. Drill out the e-inch rivets and remove the shelter skids.<br />

Change 1 10-13

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