A support structure and construction method for the bottom of a soft rock roadway
A support structure and roadway technology, which is applied in tunnels, earthwork drilling, tunnel lining, etc., can solve the problems of increasing the supportable area of the combined structure and being unable to support large-section roadways, so as to control the bottom of the roadway and increase the The effect of large supportable area and good tunnel bottom
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Embodiment 1
[0057] see figure 1 , figure 2 , Figure 8 and Figure 10 , a support structure for the bottom of a soft rock roadway, comprising: a frame part and a plurality of anchor rods 6 . The frame part includes: a first channel steel 1 , a second channel steel 2 , a first pressure relief piece 3 , a second pressure relief piece, several central connecting pieces 4 , and a third channel steel 5 . The first channel steel 1 and the second channel steel 2 are arranged in parallel. The central connecting piece 4 is arranged between the first channel steel 1 and the second channel steel 2 , and the central connecting piece 4 is located below the horizontal plane where the first channel steel 1 and the second channel steel 2 are located. A third channel steel 5 is connected between adjacent central connecting pieces 4 . The first pressure relief piece 3 includes a first horizontal section of channel steel 302, a first inclined channel steel 306, and a second inclined channel steel 307;...
Embodiment 2
[0065] This embodiment is further limited on the basis of Embodiment 1, and other parts are the same as or similar to Embodiment 1, and will not be repeated here.
[0066] see Image 6 and Figure 7 , the central connector 4 can also adopt the design as shown in the figure.
[0067] Further, see Figure 9 and Figure 10 A fourth channel steel 7 may also be provided between the first oblique channel steels 306 and inside the second oblique channel steels 307 . The opening direction of the fourth channel steel 7 is the same as the vertical direction of the tangent line of the connection point. After the two ends of the fourth channel steel 7 are respectively welded with closed cover plates, they are connected with the first inclined channel steel 306 and the second inclined channel steel 307. Connected by bolts. Through the arrangement of the fourth channel steel 7, the strength of the first pressure relief piece is further enhanced. A fourth channel steel 7 may also be ar...
Embodiment 3
[0069] This embodiment is further limited on the basis of Embodiment 1 and Embodiment 2, and the remaining parts are the same as or similar to Embodiment 1 and Embodiment 2, and will not be repeated here.
[0070] see Figure 11 , a construction method of a supporting structure of a soft rock roadway bottom, the method comprises the following steps:
[0071] S1: Clear and excavate the floor on the floor of the roadway and along the length direction of the roadway to make the floor curved, lay a layer of concrete on the excavated bottom arch, and pre-lay a layer of anchor mesh on the bottom along the length direction;
[0072] S2: laying the frame part;
[0073] S3: setting the anchor rod 6 at the bottom of the frame part;
[0074] S4: The support structure is filled with concrete so that the upper and lower surfaces of the channel steel form a circular arc-shaped anti-bottom arch along the length of the roadway, and finally a layer of anchor net is laid on the upper part, an...
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