Protective structure for slip-form construction of gas exhausting chimney of paint spraying workshop
A technology for exhaust chimneys and protective structures, applied in the direction of building structure support, building structure support, building structure support scaffolding, etc., can solve the problems of increased probability of safety accidents, achieve green construction, improve safety factor, and reduce noise Effect
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Embodiment 1
[0022] Such as figure 1As shown, the present embodiment includes a rectangular support platform 1, and four baffles 3 are correspondingly hinged on its lower surface along the contour edge of the support platform 1, and on the outer side wall of each of the baffles 3 At least two guide blocks 6 are provided, and a rebound surface is provided on the upper end surface of each guide block 6, and the rebound surface is inclined in the direction away from the support platform 1 along the horizontal direction, and Direction A flow passage 5 penetrating through the guide block 6 is opened on the guide block 6 . In view of the prior art, when the support platform 1 cleans the concrete block, there is a gap between each end surface of the support platform 1 and the inner wall of the exhaust chimney 7, and the concrete block moves from top to bottom along the gap, and the falling process The concrete block will constantly collide with the inner wall of the exhaust chimney 7 and the sca...
Embodiment 2
[0027] Such as figure 1 As shown, in this embodiment, on the basis of Embodiment 1, a plurality of limiting plates 2 are provided on the lower surface of the support platform 1 , and the limiting plates 2 are facing the inner sidewall of the baffle plate 3 . When the large-diameter concrete block falls from the gap to contact with the guide block 6, the instantaneous impact force received by the guide block 6 is relatively large, and the impact force will drive the baffle plate 3 and the guide block 6 around the baffle plate 3. The hinge point makes a relatively large swing. At this time, before the baffle plate 3 and the guide block 6 return to their original positions, there is no blocking unit in the area below the gap to buffer the falling trend of the remaining concrete blocks, which causes the support platform 1 The protective structure below fails, and the applicant has provided a limit plate 2 corresponding to the baffle 3 on the lower surface of the support platform 1...
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