Construction method of rigid primary support of mould-building concrete of plateau permafrost tunnel

A technology of primary support and construction method, applied in tunnels, tunnel linings, earthwork drilling and mining, etc., can solve problems such as unguaranteed construction safety and quality, high rebound rate of shotcrete, and difficulties in tunnel construction, and achieve high-quality and efficient construction Requirements, excellent engineering quality, low cost of maintenance and later rework

Active Publication Date: 2011-03-16
CHINA RAILWAY 20 BUREAU GRP
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Problems solved by technology

[0003] Nowadays, there are few experiences that can be used for reference in the construction of plateau permafrost tunnels. At the same time, due to the large temperature difference between the sprayed surfaces of permafrost and the high rebound rate of shotcrete, when using the step method for excavation and mold shotcrete construction, not only the construction process There are ma...

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  • Construction method of rigid primary support of mould-building concrete of plateau permafrost tunnel
  • Construction method of rigid primary support of mould-building concrete of plateau permafrost tunnel
  • Construction method of rigid primary support of mould-building concrete of plateau permafrost tunnel

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Embodiment Construction

[0043] Such as figure 1 A construction method for the molded concrete rigid primary support of a plateau permafrost tunnel shown comprises the following steps:

[0044] Step 1, measurement and setting out: carry out construction measurement at the construction site according to the design drawings, and measure the center line and peripheral sideline of the plateau frozen soil tunnel 4 to be constructed at the tunnel entrance of the plateau frozen soil tunnel 4 to be constructed.

[0045] Step 2. Tunnel excavation construction: use the full-section excavation method to excavate the plateau permafrost tunnel 4 to be constructed and divide it into multiple sections; and during the excavation process of each section, synchronously excavate Complete the inner wall of the tunnel body by evenly spraying a layer of concrete mixed with concrete early strength agent inside, and correspondingly form a layer of primary sprayed concrete layer with a thickness of 3cm to 5cm.

[0046] In th...

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Abstract

The invention discloses a construction method of a rigid primary support of mould-building concrete of a plateau permafrost tunnel. The method comprises the following steps: 1. measuring and paying off; 2. tunnel excavation and construction: excavating by utilizing a full face excavation method; 3. construction of the rigid primary support of the mould-building concrete: erecting a grille steel frame, applying an anchor rod, hanging a reinforced mesh and pouring concrete with an initial lining trolley, namely constructing the primary support of the tunnel by utilizing a bolt-mesh-shotcreting-grouting combined support method; 4. laying of a waterproof and thermal insulation layer: laying the waterproof and thermal insulation layer on the completely constructed rigid primary support of the mould-building concrete; and 5. secondary lining construction: carrying out secondary lining construction on the laid waterproof and thermal insulation layer. The construction method has the advantages of rational design, low cost, high engineering quality and fast construction speed, is convenient in construction, effectively ensures the construction safety and quality, and simultaneously ensures that the completely constructed plateau permafrost tunnel has excellent water resistance and drainage functions, excellent thermal insulation function, long service life, low maintenance cost and low later-stage rework cost.

Description

technical field [0001] The invention belongs to the technical field of plateau frozen soil tunnel construction, and in particular relates to a construction method for molded concrete rigid initial support of plateau frozen soil tunnels. Background technique [0002] The Fenghuo Tunnel is located in the uninhabited area of ​​Hoh Xil on the Qinghai-Tibet Plateau. The area is extremely cold, low-pressure and hypoxic, and the natural environment is extremely harsh. The track surface of the constructed tunnel is 4,905 meters above sea level, which is currently the highest tunnel in the world. At the same time, the extreme minimum temperature in this area is -41°C, the annual average temperature is -6.11°C, and the coldest monthly average temperature is -17.8°C; the local average air pressure is about 70% of the average air pressure in the mainland; It is 159.71kPa (the oxygen content in the mainland is about 299.3kPa). Since the upper limit of the permafrost in the area is 1.2-...

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Application Information

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IPC IPC(8): E21D11/00E21D11/10E21D21/00E21D11/38
Inventor 郭朋超
Owner CHINA RAILWAY 20 BUREAU GRP
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