Spectra AL24A, AL24M-2 Adjusting the Instrument, Specifications, Service Request, Circular Level

Models: AL24A

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Taking an Angle Measurement

Taking an Angle Measurement

1.Set up the tripod so that it is over a hub.

Note: Make sure the tripod is stable and the tripod head is relatively level.

2.Hang a plumb-bob from the plumb-bob hook on the tripod. Note: Make sure the plumb-bob is over the hub.

3.Attach the instrument to the tripod.

4.Center the plumb-bob over the pin in the hub by varying the length of the tripod legs or by shifting the instrument on the tripod.

5.Accurately align the telescope to the first target using the sighting guides and a horizontal tangent knob.

Note: The first target is a known point.

6.Set the horizontal rotation ring to 0.

7.Accurately align the telescope to the second target and read the angle.

Adjusting the Instrument

Circular Level

1.Set up the instrument.

2.Center the bubble of the circular level using the leveling screws.

3.Turn the telescope 180° (200 gon).

4Check to see whether the bubble is still centered in the circle.

If it isn’t, eliminate one half of the error with the leveling screws and the other half with the two adjustment screws for the circular level.

5.Repeat the process until the bubble remains centered when the instrument is turned.

Line of Sight

a2

 

b2

a1

 

b1

 

 

B

A

 

 

a2 = 2.423

b2 = 1.462

+b1 = 0.936

-d

= 1.487

d = +1.487

c

= 2.949

1.Set up the instrument half way between two points (A and B) that are 30 to 40 m apart.

2.Take a reading at point A (a1 = 2.423 m) and another one at point B (b1 = 0.936 m).

3.Subtract b1 from a1 to get the difference between the points (d = +1.487 m). Make sure you note whether value d is a positive or negative number.

Note: Because the distance from the instrument to each of the points is equal, the difference in elevation is correct even if the line of sight is out of adjustment.

4.Move the instrument and reset it up so that it is about 2 m behind point B.

5.Take another reading at point B (b2 = 1.462 m).

6.Add b2 to d to get value c (1.462 + 1.487 = 2.949 m).

7.Take another reading at point A (a2).

8.Compare value c (2.949) to a2. If the line of sight is correct, both numbers should be the same. If they differ by more than

4 mm, reset the grade rod on point A and turn the crosshairs adjustment screws (unscrew the cover to expose them) until value c (2.949) is centered in the crosshairs.

Caution: The upper and lower adjustment screws are counter-screws and must not be set too tightly.

9.Repeat the process until the line of sight is correct (c and a2 are the same).

Notice to Our European Union Customers

For product recycling instructions and more information, please go to: www.trimble.com/environment/summary.html

Recycling in Europe

To recycle Trimble WEEE, call: +31 497 53 2430, and ask for the ÒWEEE associate,Ó or

mail a request for recycling instructions to: Trimble Europe BV

c/o Menlo Worldwide Logistics Meerheide 45

5521 DZ Eersel, NL

– 9 –

– 10 –

Specifications

 

AL24A / AL24M

AL28A / AL28M / AL28M-G

AL32A

Dimensions (L x W x H)

 

 

 

    Instrument

130 x 190 x 135 mm

130 x 190 x 135 mm

130 x 190 x 135 mm

 

(5.1 x 7.5 x 5.3 in.)

(5.1 x 7.5 x 5.3 in.)

(5.1 x 7.5 x 5.3 in.)

    Case

170 x 280 x 190 mm

170 x 280 x 190 mm

170 x 280 x 190 mm

 

(6.7 x 11.0 x 7.5 in.)

(6.7 x 11.0 x 7.5 in.)

(6.7 x 11.0 x 7.5 in.)

Weight

 

 

 

    Instrument

1.6 kg (3.5 lb)

1.6 kg (3.5 lb)

1.6 kg (3.5 lb)

    Case

1.25 kg (2.75 lb)

1.25 kg (2.75 lb)

1.25 kg (2.75 lb)

Accuracy

 

 

 

    Standard deviation according to DIN

+/–2.0 mm

+/–1.5 mm

+/–1.0 mm

    18723 on 1 km of double leveling

 

 

 

    Leveling accuracy

3 mm @ 46 m

1.5 mm @ 60 m

1.5 mm @ 75

 

(1/8 in. @ 150 ft)

(1/16 in. @ 200 ft)

(1/16 in. @ 250 ft m)

Telescope

 

 

 

    Magnification

24x

28x

32X

    Aperture

30 mm (1.2 in.)

30 mm (1.2 in.)

36 mm (1.4 in.)

    Telescope image

Erect

Erect

Erect

    Field of view angle

1° 20'

1° 20'

1° 20'

    Shortest focusing distance

0.60 m (1.97 ft)

0.60 m (1.97 ft)

0.60 m (1.97 ft)

    Stadia constant

100

100

100

    Addition constant

0

0

0

Automatic Compensator

 

 

 

    Type

Wire suspension:

Wire suspension:

Wire suspension:

    AL2XA, AL32A

Air damped

Air damped

Air damped

    AL2XM (-G)

Magnetic damped

Magnetic damped

 

13

 

 

14

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Service Request

To locate your local dealer or authorized Trimble Service Center

outside the U.S.A for service, accessories, or spare parts, contact

one of our offices listed below.

North-Latin America

Asia-Pacific

Trimble Construction Tools Division

Trimble Navigation Singapore PTE Ltd.

8261 State Route 235

80 Marine Parade Road, #22-06

Dayton, Ohio 45424-6383

Parkway Parade

U.S.A.

Singapore, 449269

(800) 538-7800

+65 6348 2212 Phone

(Toll Free in U.S.A.)

+65 6348 2232 Fax

+1-937-245-5600 Phone

China

+1-937-233-9004 Fax

Trimble Beijing

www.trimble.com

Room 2805-07, Tengda Plaza,

 

Africa & Middle East

No. 168 Xiwai Street

Trimble Export Middle-East

Haidian District

P.O. Box 17760

Beijing, China 100044

JAFZ View, Dubai

+86 10 8857 7575 Phone

UAE

+86 10 8857 7161 Fax

+971-4-881-3005 Phone

www.trimble.com.cn

+971-4-881-3007 Fax

 

Europe

 

Trimble GmbH

 

Am Prime Parc 11

 

65479 Raunheim

 

GERMANY

 

+49-6142-2100-0 Phone

 

+49-6142-2100-550 Fax

 

– 15 –

– 12 –

Trimble Construction Tools Division

8261 State Route 235

Dayton, Ohio 45424-6383

U.S.A.

+1-937-245-5600 Phone

www.trimble.com

Adjusting the Instrument N324

© 2010, Trimble Navigation Limited. All rights reserved. Reorder PN 1211-0151B (05/10)

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Spectra AL24A manual Adjusting the Instrument, Specifications, Service Request, Taking an Angle Measurement, Circular Level