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| RV in job site | |
| 1.What RV's provide you in job sites! | |
| Comfortable Handle | ![]() |
| Heavy duty, unique, doughnut-style isolators to prevent harmful vibrations to the operator | |
| Height-adjustable 3-position handle for comfort and productivity | |
| Lifting stop to prevent stretching throttle and fuel lines | |
| Center-mounted throttle lever for convenience and safety contol | |
| Easy & Stable Operattion | |
| Lower center of gravity gives extremely stable and balanced operation. | |
| Optimum Compaction Force | |
| Measured impact force(CIMA) | |
| Excellent impact to weight ratio for maximum productivity | |
| HONDA 4-cycle engine | |
| HONDA engine(EPA approved)easy starting, quiet and reliable Engine guard Fuel/engine on/off switch |
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| Easy Portability | |
| Weight, Size, Low center of gravity Handle rollers for easy loading |
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| 2.Evaluation of Compaction Tests | |
| 2-1.Testing facilities in technical laboratory | |
| All models of Rammers, Plate Compactors,
and Rollers have been tested as shown in Photos 3 and 4. The compaction performance and outputs, e.g. density, pressure, sinkage, etc. are measured and qualified before they ever leave the factory to give you compaction equipment that is ready to work. |
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![]() Photo 3. Soil compaction tests |
![]() Photo 4. Sand replacement density test |
| 2-2.Test results of compaction | |
| In Figre 1, the relationship between the number of passes and degree of compaction is shown. Density increases with an increase of mass and number of passes of the machine, until the maximum density is reached. Soil conditions used during testing are as follows: maximum dry density was 1.63 t/yd3 at optimum moisture content of 12.4%, and initial lift was 11.8". | |
| 2-3.Impact force (CIMA) | |
| Impact forces were measured by CIMA standards, which are shown in Figure 2. The RV impact forces are stronger than competitors' models, We achieve higher impact forces at a fraction of the amplitude of our competitors. Our low, center of gravity offers stable and balanced performance with consistently higher results. | |
![]() Fig.1 Relationship between number of passes and degree of compaction |
![]() Fig.2 Impact force (CIMA) |
| 3.Compaction output |
| 3-1.Number of passes required |
| The number of passes to reach to the required density for both soil and HMA(Hot Mix Asphalt) are estimated in Table 1, based on the test results of compaction described above. |
| RV50,60 | RV70,80 | ||
| Soil | t =10in | 6 | 4 |
| HMA | t =1in | 4 | 3 |
| t =2in | 5 | 3 | |
| t =3in | 5 | 4 | |
| 3-2.Compaction output |
| 3-2-1.Formula of compaction output |
| Compaction output for RVs is given by the following formula: |
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| 3-2-2.Soils |
| Compaction outputs for soils are indicated in Table 2. Three kind of soils- gravel/sand, mixed soil and sandy silt/loam are classified. |
| MODEL | Gravel/sand | Mixed soil | Sandy silt/loam | ||||||
| Thickness(in) | Output per hour | Thickness(in) | Output per hour | Thickness(in) | Output per hour | ||||
| (ft2/h) | (yd3/h) | (ft2/h) | (yd3/h) | (ft2/h) | (yd3/h) | ||||
| RV50 | 12 | 164-312 | 6-11 | 10 | 164-312 | 5-10 | 8 | 164-312 | 4-8 |
| RV60 | 12 | 180-344 | 7-13 | 10 | 180-344 | 6-10 | 8 | 180-344 | 4-9 |
| RV70 | 16 | 295-562 | 15-28 | 12 | 295-562 | 11-23 | 10 | 295-562 | 9-18 |
| RV80 | 16 | 320-609 | 16-30 | 12 | 320-609 | 12-20 | 10 | 320-609 | 10-19 |
| 3-2-3.HMA (Hot Mix Asphalt) |
| Compaction outputs for HMA (Hot Mix Asphalt) is indicated in Table 3. HMA is dense-graded mixtures with straight binder, whose maximum aggregate size is 1/2". |
| MODEL | ft2/h | 1 in | 2 in | 3 in |
| RV50 | 157-374 | 1.2-2.3 | 1.9-3.6 | 2.8-6.3 |
| RV60 | 173-412 | 1.3-2.4 | 2.1-3.9 | 3.1-6.0 |
| RV70 | 236-599 | 1.9-3.6 | 3.0-5.7 | 4.5-8.6 |
| RV80 | 256-650 | 2.0-3.9 | 3.3-6.2 | 4.9-9.3 |
| 4.General Specifications |
| MODEL | RV50 | RV60 | RV70 | RV80 | |
| WEIGHT | lbs(kg) | 112(50) | 132(60) | 154(70) | 178(80) |
| DIMENSIOMS | |||||
| Overall length | in(mm) | 26"(650) | 28"(700) | ||
| Overall width | in(mm) | 14"(360) | |||
| Overall height | in(mm) | 37"(940) | 37"(945) | ||
| PERFORMANCE | |||||
| Tamping shoe (L/W) | in(mm) | 14"/10" (345/260) |
14"/11" (345/280) |
14"/12" (345/300) |
14"/13" (345/30) |
| Tamping stroke | in(mm) | 2.4(61) | 3.15(80) | 3.15(80) | 3.15(80) |
| Tamping frequency | Hz(vpm) | 11-11.3(660-680) | |||
| Impact blow | lbs(kN) | 2,700(12) | 3,370(14) | 3,930(16.9) | 4,500(20.1) |
| Working speed | ft/min (m/min) |
26.3-50.0(8-15) | |||
| Productivity | ft2/h (m2/h) |
2,500(229) | 2,750(252) | 3,000(275) | 3,250(298) |
| Max compaction depth | in(mm) | 20(508) | 23(584) | 24(610) | 26(660) |
| ENGINE | |||||
| Model | HONDA GX100 |
HONDA GX120K1 |
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| Max. output | HP(kW) | 2.5(1.9) | 4.0(3.0) | ||
| Max. operating RPM | 3,900 | 3,680 | |||
| Fuel | Un-leaded gasoline | ||||
| Starting system | Recoil starter | ||||
| LUBRICATION | |||||
| Type | Automatic circulation | ||||
| Oil capacity | gal(L) | 0.09(0.35) | 0.11(0.40) | ||
| Fuel tank capacity | gal(L) | 0.58(2.2) | |||
| 5.Guidelines for choosing the right equipment |
| Field application | Rammers | Vibratory plates (Plate compactors) |
Walk behind vibratory
roller (Tandem) |
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| Single | Reversible | ||||
| 112-176 lb | 66-190 lb | 784 lb | 1,120-2,240 lb | ||
| Rock and Soil Compaction | |||||
| Materials | Rock | ||||
| Gravel | ♦ | ||||
| Gravel, sand, mixed | ♦♦ | ♦♦ | ♦♦ | ♦♦ | |
| Sand, silt, gravel mixed | ♦ | ♦ | ♦♦ | ♦ | |
| Sandy silt | ♦ | ||||
| Loam, silt mixed | |||||
| Road | ♦♦ | ♦ | ♦ | ♦♦ | |
| Railways | ♦ | ♦ | ♦ | ||
| Airports | ♦ | ||||
| Dams, landfills | ♦ | ♦ | ♦ | ||
| Landscaping | ♦♦ | ♦♦ | ♦♦ | ♦ | |
| Industrial yards | ♦♦ | ♦ | ♦♦ | ♦♦ | |
| Backfill, foundations | ♦♦ | ♦ | ♦ | ♦ | |
| Sidewalks, bike paths, driveways | ♦♦ | ♦ | ♦♦ | ||
| Trenches | ♦♦ | ♦♦ | ♦ | ||
| Small openings and narrow trenches | ♦♦ | ♦♦ | ♦ | ||
| Playing and recreation grounds | ♦♦ | ♦ | ♦♦ | ♦♦ | |
| Hot mix asphalt compaction | |||||
| H M A |
Base coarse | ♦ | ♦ | ♦ | |
| Binder coarse | ♦ | ♦ | ♦ | ♦♦ | |
| Surface coarse | ♦ | ♦♦ | ♦♦ | ♦♦ | |
| Airports | ♦ | ♦ | |||
| Sidewalks and bike paths | ♦ | ♦♦ | |||
| Driveways | ♦ | ♦ | ♦♦ | ||
| Parking lost and industrial yards | ♦♦ | ♦♦ | ♦♦ | ♦♦ | |
| Small repair jobs | ♦♦ | ♦♦ | ♦♦ | ♦♦ | |
| Maintenance work | ♦♦ | ♦ | ♦♦ | ♦♦ | |
| Cement concrete | |||||
| Concrete | ♦ | ||||
| Cement-treated road base | ♦♦ | ♦ | ♦♦ | ♦ | |
| Interlock, brick, pavers | |||||
| Concrete blocks | ♦ | ♦♦ | ♦ | ||