Integral sliding method and structure of internal mould steel pipe supporting frame
A technology of integral sliding and steel pipe support, which is applied in earthwork drilling, wellbore lining, tunnel lining, etc., can solve the problems of high labor intensity of the support, large force of the inner mold support, and slow erection and disassembly speed, so as to reduce the labor of workers The effect of strength, force balance and low cost
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Embodiment 1
[0032] A method for overall sliding of an inner mold steel pipe support, comprising the following steps:
[0033] 1. Fix the bottom bracket of the bracket with the vertical pole of the bracket to prevent the bottom bracket from scraping the floor concrete when the bracket slips, causing damage to the rod and deformation of the bracket;
[0034] 2. Loosen the top bracket of the bracket and the side support of the bracket, and the roof formwork at the top falls onto the bracket, and is placed directly on the bracket to slide along with the bracket;
[0035] 3. Install the track, set one on the bottom plate corresponding to the middle of the bracket and on both sides;
[0036] 4. The bottom of the bracket is located in the gap of the bracket, and the corresponding track penetrates 3 I-beams vertically, and the vertical I-beam is lifted by a jack; the I-beam is topped at the bottom of a row of horizontal bars perpendicular to the I-beam.
[0037] 5. Set the pole beam at the botto...
Embodiment 2
[0052] The difference from the above-mentioned embodiment is that the positioning steel bars on both sides of the wheel frame are gradually inclined outward from top to bottom, and are in an inverted figure-eight when viewed from the direction perpendicular to the length of the track; the corresponding positioning steel bars on both sides of the wheel frame are The distance between the upper part at least beyond the pole beam is greater than the width of the bottom steel plate of the I-beam, and the middle part is connected with a restraining steel bar 66 corresponding to the pole beam area; the positioning steel bars on the same side are located at the top of the pole beam It is also connected with a strip ring 65 whose two ends cover the positioning reinforcement.
[0053] The inverted figure-eight shape ensures that the I-beam will not be hit, and ensures that the I-beam is directly placed in the figure-eight shape. At the same time, it can also position the docking position...
Embodiment 3
[0055] The difference from the above-mentioned embodiment is that the height raised by the jack in the step 4 is about 8 cm from the ground.
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