Open caisson construction technology
A construction process and caisson technology, applied in caisson, infrastructure engineering, construction and other directions, can solve the problems of inconvenient and flexible adjustment of verticality, uncontrollable sinking speed, and unguaranteed construction quality, so as to improve construction quality, adjust The effect of increasing the amplitude and saving labor costs
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Embodiment 1
[0029] A kind of caisson technology construction technology that the present invention adopts comprises the following steps:
[0030] Step 1) Site leveling;
[0031] Step 2) Measure and locate;
[0032] Step 3) Foundation pit excavation and erection of construction platforms and equipment;
[0033] Step 4) excavate the earth, put the jack group 3 into the pit;
[0034] Step 5) Continue digging and place the prefabricated concrete slab 2 on the upper end of the jack group 3 to wait for vertical adjustment, and set the verticality monitoring point 5 to be monitored by the computer monitoring system 6;
[0035] Step 6) Inject lubricating and water-stopping agent 1 around the foundation pit to reduce the displacement of the surrounding soil, reduce the friction between the concrete plate 2 and the soil, increase the sinking force of the concrete plate 2, and have the effect of water-stopping ;
[0036] Step 7) Adjust the jack group 3 to control the verticality of the concrete ...
Embodiment 2
[0039] The method of another kind of caisson technology construction technology that the present invention adopts comprises the following steps:
[0040] Step 1) Site leveling;
[0041] Step 2) Measure and locate;
[0042] Step 3) Foundation pit excavation and erection of construction platforms and equipment;
[0043] Step 4) Excavate the earth and place the jack group 3;
[0044] Step 5) Put the pouring template into the foundation pit, place it on the jack group 3, insert steel bars, pour concrete, wait for the concrete to reach the predetermined strength, continue excavation, set the verticality monitoring point 5 to be monitored by the computer monitoring system 6;
[0045] Step 6) Inject lubricating and water-stopping agent 1 around the foundation pit to reduce the displacement of the surrounding soil, reduce the friction between the concrete slab and the soil, increase the sinking force of the concrete slab, and have the effect of water-stopping;
[0046] Step 7) When...
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