Installation method of suspension support system of cast-in-place beam formwork for high-piled wharf
A technology of high-piled wharf and installation method, which is applied to sheet pile walls, quay walls, marine engineering, etc., can solve the problems of inability to erect full-house supports, low reuse rate, inconvenient hoop installation, disassembly and transportation, etc.
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Embodiment 1
[0020] Embodiment 1: A high-pile wharf cast-in-place beam formwork suspension support system includes: a plurality of support devices sharing double steel channels 2, and the support devices include external steel rods 1 pre-embedded in PHC pile core concrete , Double steel channel 2 fixed on both sides of the PHC pile, suspension steel bar 4, chain hoist 5. The PHC pile penetrates into the post-cast pile core concrete through the reserved opening, and the pile core concrete of the PHC pile is pre-embedded with the external steel rod 1. The pile core concrete poured after penetration is the concrete curing. After the curing is completed, the PHC pile and The pre-buried external steel rod 1 forms a whole, and the length of the external steel rod 1 on one side of the PHC pile is 1.5 times the sum of the lengths of the two upper or lower flanges of the double steel channel 2 on one side of the PHC pile. One side of each PHC pile is symmetrically provided with two external steel r...
Embodiment 2
[0031] Embodiment 2: as Figure 2-4 As shown, a high-pile wharf cast-in-place beam formwork suspension support device includes two sets of double-assembled steel channels 2 and external steel rods 1, and each set of double-assembled steel channels 2 is composed of two parallel channel steels with a gap 8 , the channel steel is formed by the web and the flanges on the upper and lower sides of the web to form a groove-shaped column, the webs of the two parallel channel steels are opposite to each other, and two groups of parallel double steel channels 2 are arranged oppositely, between which they are fixed The PHC pile is installed, and the double steel channel 2 is erected on the external steel rod 1 embedded in the pile core concrete of the PHC pile, and the external steel rod 1 vertically supports the double steel channel 2. This scheme uses double steel channel 2, whose structure is more stable than the existing single channel steel structure, and is vertically supported by ...
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