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Zexu supplies 900*25 steel pipe columns for bridge support steel pipe columns for sale
The steel pipe columns, steel pipe piles and pre-embedded piles
produced by our company are delivered in time and have good
load-bearing performance. They can effectively reduce the volume of
the concrete column at the place where the force is larger, and
play the role of load-bearing and force transmission. The steel
pipe column is mainly composed of steel pipe, bottom flange, top
flange, stiffener plate, and studs. The weld must be penetrated.
The materials are mostly Q235B and Q345B.
Fundamental technical development and dimensions of steel pipe
columns
The structural requirements for steel pipe column stiffeners mainly
include calculated size, load calculation, flat steel height,
stiffener thickness, stiffener type, stiffeners should be arranged
in pairs on both sides of the web, stiffeners can be steel or
section steel, horizontal The small spacing of stiffeners,
stiffeners should have sufficient rigidity, etc.
1. Calculate the size
The height of the ribs is taken 1/15-1/12 of the span, that is
67-83mm, the steel plate is 80×6mm, and the steel is q235. The
stiffener and the plank adopt single-sided fillet welds, the weld
angle size is 6mm, and the weld length is 50mm after each 150mm
length.
This connection structure satisfies the condition that the plank
and the stiffener are calculated as a whole. The calculated cross
section of the stiffener is the t-shaped cross section shown in the
figure, the calculated width of the paving is 30t=240mm, and the
span is 1m.
2. Load calculation
The design load distributed on a T-shaped cross-section simply
supported stiffener should be a load within the range of 1000mm,
and the self-weight of the stiffener is 0.08×0.006×78.5=0.038kn/m,
which is considered as a uniform load.
Standard value of uniform load: qk=4.655x1+0.038=4.693KN/m
Uniform load design value: qk=6.386*1+1.2*0.038=6.432KN/m
3. fy is the yield point of the steel, and the height of the flat
steel of the stiffener is only related to the material. To
4. The thickness of the stiffener is in accordance with the
requirements of the steel structure specification for the bending
member. ts>=bs/15 bs is the extension width of the stiffener. To
5. Stiffeners can be divided into two types according to their
functions: one is to divide the web into several sections to
improve the local stability of the web, called interval stiffeners;
the other is in addition to the above functions , There is also the
role of transferring fixed concentrated load or supporting reaction
force, called supporting stiffener. To
6. The stiffeners should be arranged in pairs on both sides of
the web, and single-sided configuration is also allowed, but the
stiffeners supporting the stiffeners and heavy duty crane beams
should not be arranged on one side.
7. The stiffener can be steel plate or section steel. To
8. The small spacing of transverse stiffeners is 0.5h0, and the
spacing is 2 h0 (for beams without local compressive stress, 2.5h0
can be used when h0 / tw≤100). To
9. The stiffener should have enough rigidity to make it the
immobile support of the web.