
- •Section 1 General
- •Material and Allowable Stress
- •Pressure Lining Part
- •I: Interval of stiffeners (cm)
- •It: Moment of inertia of stiffener (cm4)
- •V: Coefficient of kinetic viscosity of flow for water at 20°c 1.0 X io-6 (m2/s)
- •Attachment Installations
- •28 Days design standard strength of concrete (kgf/cm2)
- •Chapter 2 hydraulic gate Section 1 General 1
- •Gate Leaf, Gate. Guide and Anchorage
- •13 : Temp, rising ratio 5.6°c/h (10°f/h) c : Temp, rising ratio 8.4°c/h (15°f/h)
- •Gate Hoist
- •I: Geometrical moment of inertia (cm4) I: Distance between supports of a spindle (cm)
- •Fixed Wheel Gate
- •Radial Gate
- •Long Span Gate
- •Bottom Hinge Flap Gate
- •High Pressure Gates and Valves
- •Velocity of flow
- •Selective Water Withdrawal Equipment and Surface Water Withdrawal Equipment
- •XGatc leaf
- •Trash Rack
- •Section 1 General
- •Section 3 Fabrication and Installation
- •Test piece width/test piece thickness (w/t) Standard tensile strength of hand welding joint
- •Standard tensile strength of automatic welding joint
- •Example (1) Net width of the arrangement of tightening holes as il- lustrated in Fig. 5.6-1 is as follows:
- •Section 2 Riveted Joints
- •Table 5.8-1 Combination of Materials, of Rivets and Parent Metals
- •Section 3 High Strength Bolt Joints
- •Table 5.16-1 Correction of Offset
- •Table 5.16-4 Torque Coefficient
- •. Section 4 Bolted Connections
- •Chapter 6 safety and sanitation
- •I: Geometrical moment of inertia of wheel rail (cm4)
Gate Hoist
Article 25. Safety Factor of Gate Hoist
The safety factor of a gate hoist calculated from the rated torque of the prime mover shall be more than those listed in Table 2.25-1, and the stress calculated from the maximum torque shall be less than 9O°7o of the yield point of the material used. Materials not specified in Table 2.25-1 shall be corresponding to this Table.
Table 2.25-1 Safety Factor of Material Used
Type |
Safety factor |
||
Tension |
Compression |
Shearing |
|
Rolled steel for general structures & welded structures (SS, SM) |
5 |
5 |
8.7 |
Carbon steel forgings for general use (SF) |
5 |
5 |
8.7 |
Carbon steel for machine structural use (S-C) |
5 |
5 |
8.7 |
Stainless steel bars (SUS) |
5 |
5 |
8.7 |
Carbon steel castings (SC) |
5 |
5 |
8.7 |
Gray iron castings (FC) |
10 |
3.5 |
10 |
Bronze castings (BC) |
8 |
8 |
10 |
Wirerope |
8 (For static operating loads) |
||
Plate link chains |
6.5 (For static operating loads) |
Description:
A force less than the rated torque acts on the gate hoist under normal use conditions, however the operating force can become extremely large due to rust, sediments and debris.
If a hydraulic gate is jammed during operation, the maximum torque of the prime mover (motor or internal combustion engine) may act on the gate hoist. Such maximum torque may be as high as twice the rated torque of the motor. Thus the stress for maximum torque has been specified in such a way that the hoist will not be broken under these conditions. A check for maximum torque conditions is not necessary, provided that an overload prevention device, thoroughly reliable and properly controlled and inspectable, has been installed and that its functioning has long been confirmed to be satisfactory.
When the load at the maximum torque acts on a wirerope, the load should not exceed 90% of the load at the yield point. The load at.the yield point is generally about 65% of the breaking load.
The buckling strength of a spindle rod should basically be obtained from the following Euler’s formula. It is common to consider n = 2 since one * end is usually fixed and the other end is usually movable. In such a case, it is assumed that the spindle rod does not buckle with, a load at maximum torque or a load set by a reliable overload prevention device.
rt7T2E/
Pk~ P
’ where PK: Buckling load (kgf)
n: Coefficient of fixity of a spindle
E: Modulus of elasticity (kgf/cm2)