A Construction Method for Multi-Arch Rectangular Tunnel by Arch Division
A construction method and tunnel technology, applied to artificial islands, water conservancy projects, infrastructure projects, etc., can solve the problems of large amount of concrete pouring, long intervals between cement tankers, and easy occurrence of cold joints, etc. Solidity is easy to control, reducing the effect of cold seam
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Embodiment 1
[0032] Such as Figure 1 to Figure 3 shown, including the following steps:
[0033] Step 1: Divide the multi-arch tunnel into arches according to motor vehicle tunnel 1 and non-motor vehicle tunnel 2;
[0034] Step 2: Construction of support piles and water-stop curtains;
[0035] Step 3: Excavation of the foundation pit, first excavated to 20cm below the floor elevation of the non-motor vehicle tunnel 2;
[0036] Step 4: Keep the undisturbed soil of the non-motor vehicle tunnel 1 sub-arch, continue to excavate the foundation pit of the motor vehicle tunnel 1 part to 20cm below the floor elevation, and reserve the undisturbed soil between the motor vehicle tunnel 1 and non-motor vehicle tunnel 2 sub-arches Excavate the fertilizer groove 5, slope and construct the soil nail 4 on the side of the undisturbed soil;
[0037] Step 5: laying cement cushion 3;
[0038] Step 6: Construction of motor vehicle tunnel 1 floor reinforcement and formwork, and completion of concrete pouri...
Embodiment 2
[0046] Step 1: Divide the multi-arch tunnel into arches according to motor vehicle tunnel 1 and non-motor vehicle tunnel 2;
[0047] Step 2: Construction of support piles and water-stop curtains;
[0048] Step 3: Excavation of the foundation pit, first excavated to 20cm below the floor elevation of the non-motor vehicle tunnel 2;
[0049] Step 4: Keep the undisturbed soil of the non-motor vehicle tunnel 1 sub-arch, continue to excavate the foundation pit of the motor vehicle tunnel 1 part to 20cm below the floor elevation, and reserve the undisturbed soil between the motor vehicle tunnel 1 and the non-motor vehicle tunnel 1 sub-arch Excavate the fertilizer groove 5, slope and construct the soil nail 4 on the side of the undisturbed soil;
[0050] Step 5: laying cement cushion 3;
[0051] Step 6: Construction of motor vehicle tunnel 1 floor reinforcement and formwork, and completion of concrete pouring;
[0052] Step 7: set up the support and construct the roof of the motor ...
Embodiment 3
[0056] In this embodiment, the side slope ratio of the undisturbed soil in step 4 is 1:0.5. Grading while excavating the foundation pit of the first part of the motor vehicle tunnel. Soil nail 4 is constructed according to the specification.
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