Novel steel-UHPC combined waffle plate
A new type of waffle plate technology, applied to bridge parts, bridge materials, bridges, etc., can solve the problems of weak shear bearing capacity of cylindrical head welding studs, high construction difficulty, etc., to reduce fatigue risk, reduce construction difficulty, size The effect of flexible specifications
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Embodiment 1
[0028] Such as Figure 1-2 As shown, the steel member 3 is arranged at the lower bottom of the UHPC main rib 4, and the lower flange 301 in the steel member 3 extends to the lower outer end of the UHPC main rib 4, so that the UHPC main rib 4 is combined with the steel member 3 The combined structure is the main load-bearing structure.
Embodiment 2
[0030] Such as image 3 As shown, in the process of installing the steel member, the web 302 on the steel member 3 is completely attached to the lower edge of the UHPC main rib 4, which is the lowest limit of the height of the steel member 3. The comparison between Embodiment 1 and Embodiment 2 shows that the installation height of the steel member 3 can be adjusted according to the actual situation.
[0031] Working principle: The selected steel member 3 uses H-shaped steel (or I-shaped steel) and cuts along the shape of the tenon 303. One I-shaped steel can be cut into two steel members 3; steel plates can also be used to manufacture the lower wing plate separately 301 and the web 302 with mortise 303 are welded together.
Embodiment 3
[0033] Such as Figure 5 As shown, several steel bars 2 are arranged inside the UHPC panel 1 and the UHPC secondary rib 5, and the steel bars 2 are respectively provided with a first steel bar 201, a second steel bar 202 and a third steel bar 203 according to the laying method, wherein the first steel bar 201 and the third steel bar 203 The steel member 3 is in an orthogonal direction, wherein the second steel bar 202 is located inside the UHPC secondary rib 5, wherein the third steel bar 203 is distributed parallel to the steel member 3, and the second steel bar 202 in the UHPC secondary rib 5 passes through the gap between the tenons 303 Maokou.
[0034] When the UHPC panel 1 needs to be made in blocks, the ends of the first steel bar 201, the second steel bar 202 and the third steel bar 203 all extend to the outside of the UHPC secondary rib 5 or the UHPC panel 1;
[0035] When the UHPC panel 1 does not need to be produced in blocks or at the beginning and end of the block...
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