Staggered slab steel lining reinforcing structure suitable for subway tunnel segment slab staggering disease
A technology for tunnel segment and reinforcement structure, which is applied in the direction of tunnel lining, tunnel, shaft lining, etc., can solve the damaged repair layer, the damage of the shield tunnel concrete segment, the comprehensive effect is difficult to achieve the purpose of steel lining reinforcement, etc. problem, to achieve the effect of strengthening the reinforcement effect
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Embodiment 1
[0059] This embodiment provides a staggered steel lining reinforcement structure installed in the basic installation area. The basic installation area refers to the area where the amount of staggering -t≧e≧t (t on the upper side of e=0 is a positive value, and it is negative anyway). For the areas that meet the above conditions, the staggering of this embodiment is adopted. Steel lined reinforcement structure for reinforcement. The width of the arc plate in the basic installation area is different. The width of the arc plate of the steel lining far from the center of the tunnel is w, and the width of the arc plate of the steel lining near the center of the tunnel is w+t.
[0060] Such as Figure 2-5 As shown, the reinforcement structure of the staggered steel lining in this embodiment includes a circular arc plate 2, a circular arc plate 2 3 and a crescent plate 1, and the circular arc plate 2 and circular arc plate 2 3 are respectively installed on the staggered ring On the...
Embodiment 2
[0065] This embodiment provides a reinforcement structure with staggered steel lining, such as Figure 7-14 Shown, on the basis of embodiment 1, increase add Reinforced sections in the transition zone. Because there is such an installation area between the two basic installation areas, the numerical value e of its misalignment amount is between t and 0 or the numerical value e of the misalignment amount is an area between 0 and -t (its arc length is set to L), namely: e=0~±t. It should be noted that the amount of side error on the horizontal line where the amount of error e=0 is positive (+), otherwise it is negative (-). It is called the transitional installation area.
[0066] The reinforcement part of the transition area includes a transitional steel ring plate A-4 and a transitional steel ring plate A-5, and the transitional steel ring plate A-4 is respectively butted with two circular arc plates-2 on the side of the ring seam of the staggered platform, so The trans...
Embodiment 3
[0072] This embodiment provides a staggered steel lining reinforcement structure. On the basis of Embodiment 1, the reinforcement part of the transition area different from Embodiment 2 is added, including the transition steel ring plate B-6, the transition steel ring plate B-7 , transition steel ring plate B38, transition steel ring plate B49, the transition steel ring plate B38 and transition steel ring plate B38 are welded butt jointed and installed on two circular arcs on one side of the staggered ring seam Between plates 1 and 2, transition steel ring plate B 2 7 and transition steel ring plate B 4 9 are welded butt jointed and installed between two circular arc plates 2 and 3 on the side of the staggered ring seam; transition steel ring plate B 1 6 and the transition steel ring plate B38 are respectively welded and fixed with two arc plates 12, the transition steel ring plate B27 and the transition steel ring plate B49 are respectively welded and fixed with the two arc pl...
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