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   Schindler Elevator Corp.  Traction Elevator  

Traction Elevator - Page 35

 

 

Hospital/Service Geared Traction Elevators

Hatch Plans

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FRONT OPENING

  Std. Spped fpm (m/s) Area (i) Dimensions
A B CA CB C (vii,xiii) D J (ii) K (iii)
4000 lb

1814 kg

350 (1.78) 42.2 ft2

3.92 m2

6' -0"

1829mm

8' -3"

2515mm

5' -8"

1727mm

7'-3 1/2"

2223mm

8' -1"

2464mm

9'- 1 1/2"

2781mm

4'-0"

1219mm

9'- 1"

2787mm

4500 lb

2042 kg

350 (1.78) 46.2 ft2

4.29 m2

6' -0"

1829mm

8' -9"

2667mm

5' -8"

1727mm

7'9 1/2"

2375mm

8' -1"

2464mm

9'- 7 1/2"

2934mm

4'-0"

1219mm

9'- 1"

2787mm

5000 lb

2268 kg

350 (1.78) 50.0 ft2

4.65 m2

6' -0"

1829mm

9' -6"

2896mm

5' -8"

1727mm

8'-6 1/2"

2604mm

8' -1"

2464mm

10'4 1/2"

3162mm

4'-0"

1219mm

9'- 1"

2787mm

 

Capacity Dimensions

Overhead Reactions (vi)

  L M (v) N (iii) OH (iii,iv) P (v,xi) Q (vii) R (viii) E F G H
4000 lb

1814 kg

10"

254mm

4' -1"

1245"

14' -0"

4267mm

17' -1"

5207mm

5' -0"

1524mm

8' -1"

2464mm

18' -0"

5486mm

15900 lb

7212 kg

14000 lb

6350 kg

13000 lb

5897  kg

5600 lb

2540 kg

4500 lb

2042 kg

10"

254mm

4' -1"

1245"

14' -0"

4267mm

17' -1"

5207mm

5' -0"

1524mm

8' -1"

2464mm

18' -0"

5486mm

16000 lb

7257 kg

14500 lb

6577 kg

13400 lb

6078 kg

5800 lb

2631 kg

5000 lb

2268 kg

11"

279mm

4' -1"

1245"

14' -1"

4293mm

17' -1"

5207mm

5' -0"

1524mm

8' -1"

2464mm

18' -0"

5486mm

18200 lb

8255 kg

16400 lb

7439 kg

15300 lb

6940 kg

6500 lb

2948 kg

 

Capacity Buffer Reactions Pit Loads Unbalanced Rail Loads Safety Set Load Per Rail Seismic Rail Loading
  Car Buffer CWT Buffer U V T S1 S2
4000 lb

1814 kg

43200 lb

19595 kg

37500 lb

17010 kg

230 lb

104 kg

158 lb

72 kg

8300 lb

3765 kg

2700 lb

1225 kg

1350 lb

612 kg

4500 lb

2042 kg

45500 lb

20638 kg

37800 lb

17146 kg

259 lb

117 kg

189 lb

86 kg

8710 lb

1261 kg

2780 lb

1261 kg

1390 lb

630 kg

5000 lb

2268 kg

51900 lb

23541 kg

43400 lb

19686 kg

284 lb

129 kg

225 lb

102 kg

3195 lb

1449 kg

3195 lb

1449 kg

1598 lb

725 kg

 

Notes : Refer any special conditions to your local sales representative.

(i)    Maximum allowable inside car area in square feet ASME A17.1 Rule 207.1 and CAN/CSA-B44 3.9.

(ii)    2SSO door system only.

(iii)    Dimensions K (under beam), N (clear overhead), and OH (total overhead) are based on 8'-0" (2438mm) high cab and 7'-0" (2134mm high opening. For heights larger than these, increase K, N and OH accordingly.

(iv)    Dimension OH (total overhead) is based on 15" (381mm) machine beam and 4" (102mm) thick machine room slab.

(v)    Dimension P (pit depth) and M (car overtravel) are based on full stroke buffers and Whisperflex compensation.

(vi)    Reactions at E, F, G and H are based on ASME A17.1 Rule 105.2 and CAN/CSA-B44 2.6. Weight of slab not included. Reactions based on maximum cab weight allowed and maximum travel. Final reactions determined by elevator shop drawings.

(vii)    Dimension C must increase 5" (127mm) when cwt. safety is required. Dimension P or OH (not both), N and M may increase when cwt. safety is used depending on travel.

(viii)    Dimensions shown are for single cars. Machine room dimensions for multicar banks will vary.

(ix)    Adequate steel or concrete beam or concrete wall supports are required for rail mounting brackets based on elevator shop drawing loadings at each floor per ASME A17.1 Rule 200.9 and CAN/CSA-B44 3.2.5.2. Mounting and interface between building support and rail bracket to be in agreement between customer and elevator contractor.

(x)    Beams around hoistway to support rail brackets to be on same vertical centerline, if possible, and to be located no further than 24" (610mm) from centerline of steel beam or edge of concrete beam or concrete wall to platform for non-seismic applications.

(xi)    Minimum pit depth (P) for applications in Province of Ontario is 5'-7" (1702mm).

(xii)    For front and rear applications, the minimum floor height is 12" (305mm).

(xiii)    For seismic area increase C by 3" (76mm).

 

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