
- •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)
If there is deviation of surfaces between each member, it shall be corrected as shown in Table 5.16-1.
Table 5.16-1 Correction of Offset
|
|
|
|
In principle.'a torque wrench or a bolt tightening tool capable of adjusting torques shall be used for tightening bolts.
In tightening bolts, the tightening torques shall be adjusted so as to generate the standard bolt tensions listed in Table 5.16-2. This shall be confirmed by inspection.
Table 5.16-2 Standard Bolt Tensions for Tightening (tf)
Nominal diameter
F8T
F10T.
M 16
9.4
11.7
- M 20
14.7
18.2
M 22
18.2.
22.6
M 24
21.2
26.2
Description:
Treatment of friction surfaces for friction joints are of most importance, and this is a necessary measure to secure the required slip factors. The necessary corrections specified in this Article arc as follows:
Black skin on contact faces must be removed to make rough surfaces. (about 50S)
Primers or anti-corrosive paints should not be applied to the faces of contact in a work shop, and the primers applied in the state of plate before processing should be removed by blast, flame, wire brushes, etc.
. When bolts are tightened at site, rust, dirt and oil on the member
contact-faces should be removed by a wire brush.
In order to exert a sufficient friction effect between members, it is absolutely essential that close contact should be made particularly on friction faces between mutual members to be connected and between a member and a splice plate. Therefore, strain, distortion and bending should by all m^ans be corrected. If member plates are offset due to the unequal thicknesses or some similar reason, some correction should be made by inserting a filler, for example.
Care should be taken in handling and storing the tightening bolts, etc., so that they do not rust or suffer damage to threads. A pair of washers should be used, one for the bolt head side and the other for the nut side. A washer with finished surface to reduce torque should be used only on the rotary side. (Usually on the nut side)
As a rule, tightening should be in accordance with the calibrated wrench method. In case of using a torque wrench, the torque required for giving a standard bolt tension for tightening should be obtained, and whether or not a calibration record in a work shop should be used with no correction depends on the storage conditions at site and the significance of the portions where bolts are used. In case of using a bolt tightening tool with a torque adjustable device, whether or not the torque adjustment by a tested calibrator is satisfactory should be checked in advance. In case of using turn-of-nut method, its safety should be checked in advance.
It is necessary to tighten a group of bolts in such an order that all tjie bolts \vork effectively (from the center to the ends). The general practice is to first tentatively tighten all the bolts approximately 60% of the required torques, and then to tighten to bolt tension for tightening. In tightening, the rotation of tapered washers should be avoided, anti it is necessary to take note of the amount of nut rotation, and to prevent negligence or excessiveness of tightening.
As the value of standard bolt tension for tightening generally applied is 10% larger than the value of designed bolt tensions listed in Table 5.16-3, this criterion is also employed in this standard. But specified allowable stresses of bolts are based on designed bolt tensions, and thus this point should be noted in tightening.
Table 5.16-3 Design Bolt Tension (tf)
Nominal diameter
F8T
F10T
M 16
8.5
10.6
M 20
13.3
16.5
M 22
16.5
20.5
M 24
19.2
23.8
—
Measurement of tightening at site is made by tightening torques. The relationship between tightening torque and4 bolt tension is expressed by the torque coefficient.