This report deals with the squeeze mechanism of the founding sand.
The transfer of pressure for difftrent founding sands, the pressures, and their effect on the hardness of the mould are described.
The following points can be concluded :
(1) The pressure on the loading face, (the face where the pressure is applied,) is proportional to the pressure on the loaded face (the face underneath where the pressure is received). The pressure given to the loaded face is proportional to the sectional area and is inversely proportional to the height.
(2) Even if the pressure on the loading face is constant, the pressure given to the loaded face varies with the quantity of water present in the clay.
(3) The strain increases with the increase in the loaded force. The increment of the strain is large at low load and small at high load.
Furthermore, the increase of strain is small where the quantity of water present is less and large where the quantity of water present is more.
(4) The hardness of both the loading face and the loaded face increases with the increase in pressure, and is approximately proportional to the pressure.
(5) The internal pressuse of the compressed sand satisfies the following formula :
[Written in non-displayable characters.]
where:
σz : the pressure of any point, z, along the z axis,
σ* : the pressure on the loading face,
α : a constant determined by the nature of the sand, quantity of water, compressive force, etc.,
κ : the coefficient of friction between the sand and the wall of the mould,
l1l2 : the length and width of the frame,
π : the circular constant,
z : an arbitrary point along the z axis,
z
* : the height of the loading face.
This formula is applicable with some errors at low pressures but agrees with experimental data well at high pressures.
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