High-altitude tower crane non-floor single row frame adhering structure and construction method thereof
A technology of high-level towers and row frames, which is applied in the direction of building construction, construction, cranes, etc., can solve the problems that affect the construction progress, the height and strength cannot meet the construction needs, and affect the transportation of materials, so as to improve the bearing capacity and ensure the working performance And the effect of construction safety and structural stability
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Embodiment 1
[0029] In this embodiment, the following situation occurs in the main body of a reinforced concrete building as an example: when the reinforced concrete construction of the main body of the building reaches a height of 20.5m, that is, after the construction of the bottom column 1 is completed, the design of the main structure has changed , the total height of the reinforced concrete structure was changed to 48.8m, and the original design took the buttress column 90 with a top elevation of 22.8m and a cross-section of 600×600mm as the attachment point of the tower crane (see Figure 6 and Figure 7 ), but because the design height of the main body of the building becomes higher, the attached load acts on the reinforced concrete structure, which will generate a large shear force and bending moment. The height control is highly demanding. It is necessary to increase the height of the attachment point of the tower crane to 25.5m and widen the cross-section to 600×800mm. Specifical...
Embodiment 2
[0038] refer to Figure 1 to Figure 11 , the construction method of the high-position tower crane of embodiment 1 without floor slab single-row frame attachment structure, it comprises the following steps:
[0039] specific reference Figure 4 , step 1, take two reinforced concrete columns near the tower crane 9 as the bottom column 1.
[0040] specific reference Figure 5 to Figure 7 , step 2, carry out the reinforcement construction of frame column main reinforcement 23 on the top surface of bottom column 1; design the distribution of frame column main reinforcement 23 in buttress column reinforcement cage 21, place frame column main reinforcement 23 on the top surface of bottom column 1 Drill and plant the reinforcement hole 11, and the depth of drilling is 600 to 850 mm; after the frame column main reinforcement 23 is put into the reinforcement hole 11, the injection planting reinforcement glue will fill the gap between the frame column main reinforcement 23 and the rein...
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