Composite bamboo rib combined bolting and shotcrete support for foundation pit supporting and construction method of composite bamboo rib combined bolting and shotcrete support
A foundation pit support and shotcrete anchor support technology, which is applied in the direction of foundation structure engineering, excavation, sheet pile walls, etc., can solve the problems of high investment and inability to ensure the stability of the foundation pit slope, and achieve low construction cost and low construction cost. Green environmental protection, large surface area effect
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Embodiment 1
[0031] Such as Figure 1-3 Shown, a kind of foundation pit support is supported with composite bamboo reinforcement spray anchor, comprises foundation pit 7, and described foundation pit 7 is made up of several groups of upper layer soil body 8, platform 11 and lower layer soil body 9, and platform 11 is positioned at upper layer soil body Between the body 8 and the lower soil body 9; a deep mixing pile 1 is arranged in the platform 11, and the surface of the foundation pit 7 is covered with a layer of first concrete panel 2-1;
[0032] The first concrete panel 2-1 is provided with several through holes 10, and a bamboo anchor rod 3 is inserted in each through hole 10; a layer of bamboo reinforcement net 4 is arranged around each bamboo anchor rod 3; The bamboo reinforcement net 4 is fixed on the first concrete panel 2-1 by a plurality of bamboo nails 5; a second concrete panel 2-2 is laid above the bamboo reinforcement net 4.
[0033] The tail end of the bamboo anchor rod 3 ...
Embodiment 2
[0037] The construction method of composite bamboo reinforcement sprayed anchor support for described foundation pit support, the steps are as follows:
[0038] (1) Construction of deep mixing piles: The construction of deep mixing piles in soft lying soil layer is as follows:
[0039] a. Level the soil layer to be constructed, and carry out technical test piles, the number of which shall not be less than 3;
[0040] b. The mixer is installed in place, the deviation of the pile position is not more than 20mm, the guide frame and the stirring shaft should be perpendicular to the ground, and the verticality deviation is not more than 1.5%;
[0041] c. After pre-stirring and sinking to the design reinforcement depth, spray concrete slurry while stirring and lift to the predetermined slurry stop surface;
[0042] d. Repeated drilling and stirring meet the design requirements;
[0043] e. Lift the mixing equipment and shut down the machinery;
[0044] That is, the processed deep...
Embodiment 3
[0051] First, carry out the construction of deep mixing pile 1 in the soft lying soil layer, and then excavate the upper layer of soil 8 along the mixing pile 1 according to the slope ratio of not less than 1:1, and then initially spray 30mm thick on the excavated soil Spray the first concrete panel 2-1, and then drill anchor holes. The hole spacing is generally between 1-2m, the hole diameter is between 50-100mm, and the downward angle of the hole is generally in the range of 0-20°. Enter the bamboo anchor rod 3 that has been set with the iron wire locator 7, and then inject cement slurry, whose strength is not less than M10. Lay bamboo reinforcement net 4 again, and the grid pitch of bamboo reinforcement 4 is generally about 250mm, and is fixed on the first concrete panel 2-1 of initial spraying with bamboo nail 5. Then insert two 20cm long ф10 steel bars 6 in the reserved holes at the end of the bamboo anchor rod 3, and bind and fix with the bamboo reinforcement net 4. Fin...
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