A short-term active reinforcement method for segment joints of subway shield tunnels
A technology of tunnel segment and subway shield, which is applied in tunnels, tunnel linings, underground chambers, etc., to achieve the effect of convenient loading and unloading, not occupying tunnel space, and simple operation
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Embodiment 1
[0030] figure 1 and figure 2 What is shown is two segment joints composed of a capping block and two adjacent blocks. In this embodiment, only one segment joint consisting of the capping block 1 and one of the adjacent blocks 2 in the lining ring is reinforced. The shield tunnel The shield segment is based on the shield segment of the shallow buried layer of Shanghai Metro Line 13. The angle of the central angle of the capping block and the adjacent block is 22 degrees, the width is 1.2m, the thickness is 0.35m, the inner diameter is 5.5m, and the outer diameter is 6.2m. , the segment material is C55 concrete; the joint between the capping block and the adjacent block uses two connecting steel bolts, the connecting steel bolts are 5.8 grade, 30mm in diameter, and 485mm in length; the shape memory alloy bolts are 30mm in diameter, 490mm in length, and the shape memory alloy The end temperature of martensite transformation is 5.27°C, the start temperature of martensite transfo...
Embodiment 2
[0038] Compared with Example 1, this example is only different in the structural damage of segment joints when the short-term passive reinforcement is started, that is, on the basis of Example 1, the vertical earth pressure is continued to be increased, so that the capping block 1 and the adjacent block 2 The opening of the joint reaches 6mm. At this time, the connecting steel bolts are close to yield, and the concrete compressive strain on the outer arc surface is larger. Then, the vertical earth pressure and lateral earth pressure remain unchanged, and the segment joint is reinforced. In addition, the steps of the shield segments, connecting steel bolts, shape memory alloy bolts, and reinforcement methods are all the same.
[0039] After being strengthened by the strengthening method of shape memory alloy bolts in this embodiment, the joint opening of the shield segment joints is reduced by 37%, the maximum compressive strain of the concrete on the outer arc surface of the se...
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