Different application areas require different characteristics of linear guideways and recirculating units.

Various parameters and factors must be considered when selecting products. The following explains these key considerations in detail.

Relationship Between Stroke H and Length of the Guideway L

If the Stroke is Below 400 mm

H / L < 0.7

If the Stroke is Above 400 mm

H / L ≤ 1
L = Length of the linear guideway in mm
H = Possible Stroke in mm

Calculating the Cage Length K

K ≤ L - H₁

If the Stroke is Symmetrical

H = H₁ + H₂ = H₁₂

If the Stroke is Asymmetrical

H = H₁ + H₁
H > H₁ + H₂
H₁₂ = H₁ + H₂
K = Cage length in mm
L = Length of the linear guideway in mm
H = Possible Stroke in mm
H₁ = Large partial stroke in mm = H/2
H₂ = Small partial stroke in mm = H/2
H₁₂ = Effective partial stroke in mm
Important: The stroke must be limited by stops on the table, not by the cage. The stops should preferably be installed along the symmetrical axis of the guideway to avoid applying additional forces to the linear guideway.

Calculating the Number of Rolling Elements (RA) per Cage

a) For Cage Types KBN, AA-RF, AC, AK, EE, SHW, HW

Cage type a
K = (RA - 1) · t + 2 · w RA = (K - 2 · w) / t + 1

or

RA = Kt / t + 1

b) For Cage Type KBS

Cage type b
K = (RA - 2) · t + tz + 2 · w RA = [K - (2 · w + tz)] / t + 2

or

RA = (Kt - tz) / t + 2
K = Cage length in mm t = Cage division in mm
RA = Total available rolling elements per cage Kt = Load-bearing length in mm
w = Distance from cage start to the middle of the first rolling element in mm tz = Length of the middle section for the KBS cage

Relationship Between Cage Length K and Average Guideway Spacing Q

K / Q ≥ 1
Cage length and guideway spacing relationship diagram
K = Cage length in mm
Q = Average linear guideway spacing in mm

Maximum Permissible Installation Ratio for Overrunning Cages

Overrunning cages diagram

Overrunning cages are an effective solution when a short table needs to be moved on a long guideway track. In this case, the short tracks of the guideway must be equipped with rounded run-ins (special version EG, see chapter 7.3) to minimize the pulsation caused by the overrunning cage.

Not every cage is suitable for this application. The maximum cage overrun depends on the position of the guideway and the cage material.

Maximum Permitted Installation Ratios L to L₁:

For fixed guideways 1 : 2
For laid on guideways 1 : 4

Installation Variants for Linear Guideways

There are four installation variants for linear guideways. Various linear guideways can also use wipers in the form of end pieces (a₁)*. In all four cases, the following length ratios apply:

Variant 1

Linear guideway configuration:
  • Equal length tracks
  • Symmetrical/asymmetrical stroke
Variant 1 configuration diagram

a) Without end screws, end pieces, and end pieces with wipers

K ≤ L - H₁
Ltot = L + H₁ + H₂

b) For end screws, end pieces, and end pieces with wipers**

K = L - H₁
Ltot = L + H₁ + H₂ + 2 · a₁

Variant 2

Linear guideway configuration:
  • Equal length tracks
  • Unidirectional stroke
Variant 2 configuration diagram

a) Without end screws, end pieces, and end pieces with wipers

K ≤ L - H₁
Ltot = L + H₁

b) For end screws, end pieces, and end pieces with wipers**

K ≤ L - H₁ - a₁
Ltot = L + H₁ + a₁
When using this design, the linear guideways must be offset from each other by the amount a₁.

Variant 3

Linear guideway configuration:
  • Unequal length tracks
  • Symmetrical/asymmetrical stroke
  • Short track additional
Variant 3 configuration diagram

a) Without end screws, end pieces, and end pieces with wipers

K ≤ L - H₁
Ltot = L + H₁ + H₂

b) For end screws, end pieces, and end pieces with wipers**

K ≤ L - H₁ - 2 · a₁
Ltot = L + H₁ + H₂

Variant 4

Linear guideway configuration:
  • Unequal length tracks
  • Symmetrical/asymmetrical stroke
  • Long track additional
Variant 4 configuration diagram

a) Without end screws, end pieces, and end pieces with wipers

K ≤ L - H1
Ltot = L + H1 + H2 (when L ≥ L1 - H12)
Ltot = L1 (when L ≥ L1 - H12)

b) For end screws, end pieces, and end pieces with wipers**

K ≤ L - H1 - a1
Ltot = L + H1 + H2 + 2 · a1 (when L ≥ L1 - H12)
Ltot = L1 (when L ≥ L1 - H12)

Parameter Explanation

K = Cage length in mm H = Possible stroke in mm
H₁ = Large partial stroke in mm = H/2 H₂ = Small partial stroke in mm ≤ H/2
Htot = Effective partial stroke in mm H12 = Total partial stroke in mm = H1 + H2
L = Length in mm L₁ = Long track length in mm
Ltot = Total length in mm an = Thickness of the end piece in mm

* a₁ End screws, end pieces and end pieces with wipers, see chapter 5

** Wipers may affect the running characteristics of the linear guideway

連結已複製!