Method for structural unloading in construction
A technology for building construction and supporting structures, which is applied in building construction, construction, building maintenance, etc. It can solve the problems of difficult control of the degree of unloading, occupation of construction, and huge construction difficulty of construction, and achieve obvious economic effects.
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Embodiment 1
[0030] see Figure 1 to Figure 7 Shown is the application of the unloading and loading method of the present invention in floor reconstruction.
[0031] In a comprehensive office building, due to the need to change the use function of the floor, it is necessary to remove the column 4 to be pulled out on the third floor below the elevation of 11.3m (such as figure 2 shown), and the pulling column 4 below the elevation of 16.1m is removed (such as image 3 As shown), the beams and slabs on the second floor are removed to form a column-free space in the hall part of the floor. After the column 4 to be pulled is removed, the span of the beam increases to a maximum of 15.4 meters. The original structural force system has been greatly changed. Before the column 4 to be pulled is removed, the corresponding beam or other columns must be reinforced. The characteristics of this embodiment are that there are many layers (3 floors) of columns to be pulled out, and the number of columns...
Embodiment 2
[0035] Such as Figure 7 As shown, this project also encountered problems in the setting of one of the lifting points. The section of the shaft column is irregular and polygonal, and there is an inclined beam at the lifting point so that the sling cannot pass through. Therefore, the position of the lifting point is changed from the beam The lower opening of the steel beam is converted to the slab surface, and the steel beam is used to correct the column section when setting the lifting point, and then the upper and lower composite beams are connected by an adapter device, which successfully solves this problem. Other settings in this embodiment are the same as those in Embodiment 1.
Embodiment 3
[0037] Such as Figure 8 As shown in the figure, the reconstruction and reinforcement project of a large electrical room of a company, the reconstruction part is the gate of the large electrical room. The width of the doorway was changed from 8000mm to 10000mm; each side was widened by 1000mm, but the height of the bottom of the door lintel 18 could not be reduced. Moreover, the original doorway could be used at any time because the workshop could not stop production during the construction period. Due to the large span of the newly remodeled door opening, a steel column is supported in the upper part of the beam. In order to increase the long-term use safety of the door opening, this plan specially adds prestressed diagonal tie rods to unload and strengthen the door beam. Construction status: set steel backing plate connection at the top of the column and about one-third of the span of the door lintel. Use the prestressed oblique rods to unload part of the load generated by ...
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