Lian Construction Sintering overhaul schedule con

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Overhaul LIANGANG sintering progress control of construction

Question from time and shorten the planning period. Give full play to the Ministry of site construction project management from the design department are familiar with the advantages of the design process, reasonable arrangements for parallel operation, assembly line, in order to eliminate the narrow site, the design can not keep up, the device does not arrive in time or arrival order is not impact of reasonable progress brought about; the same time to the sub-Fang Shuli \In the course of construction of the project there are many such examples. And materials such as field work in the crossing of steel in the construction of the corridor, and creatively implement the \small diameter pile hole used the \\All these technical measures to local conditions can not be ignored in the \. 3.2 economic measures LIANGANG works are under conditions of non-stop production technology projects, it is also a typical \An integrated unit of the sub-contracting parties, there are not willing to put in more subjective ideas. As a total package, while we are helping to guide the selection of subcontractors construction program, on the other hand to be realistic and timely implementation of the visa process have to confirm, to dispel the concerns of subcontractors; set for key contacts \Contact Award \3.3 sub-units of the various organizational measures the performance of the site, as the total package of their superiors are often invited to the scene to guide, understand the situation, the construction team to get the maximum support of its home base to ensure good, stable allocation of resources. This is both a project manager, subcontractors and supervise a support. 4 Conclusion characteristics of each project is different, therefore, a means of control of the project construction schedule, the focus will be different, but there will be progress in the control of some common, namely: (1) The need to control project progress closely involved in the construction of the parties cooperation and mutual coordination, the construction manager should be prepared to coordinate all aspects of the work; (2) schedule is the basis for progress control, must be carefully prepared in advance and monitor implementation; but plans to implement the process of adjustment must be based on the actual situation, as the dynamic management; (3) schedule control measures generally are technical measures, organizational measures, economic measures, the contract measures and necessary administrative means, should be based on the actual characteristics of the project focused. I (on the next page 24) excavation of the project six residential buildings north of the final settlement of up to 47.7mm (F1), tilt 12mm (side point), but not more than ± 50mm of the vertical settlement of accumulated variable alarm value. Soil excavation north inclinometer hole T6 direction to the ultimate level of foundation most of the cumulative variable 38.72mm (depth 14m). As control measures properly, the process of digging in the excavation and support better coordination between the two, although large deformation, the horizontal displacement of the alarm raised by not more than the design value. 6 Conclusion (1) proven digging through the full coordinate and support, and to take pre axial stress increases, for the weak parts of grouting to take control of the building on the deformation and displacement of soil is an effective measure . (2) measuring the axial force from the actual results, first, the four support the maximum axial force is about 30% of the calculated value, the second, three support the maximum axial force is about 80%. That the first axial force with the ground support a greater relationship overloading the fourth strut axial forces reinforced by the foundation at the bottom of the impact of pumping large, the actual value and estimated values of a large deviation, two, three-axis force and calculate the actual support axial forces in the basic line. (3) dense buildings in the city, especially the soft soil area of high water levels in deep foundation construction, the construction of the pit and its surroundings in the deformation rate of the entire process of monitoring and timely adjustment and optimization by feedback construction measures, not only can effectively control the deformation, and to do anti-danger in the bud; can amend the design accordingly, make the design more realistic conditions. Port References - [1] DBJ a 08-61-97C, basic engineering design point of order [s]. [2] Liu Hang, Hou Xueyuan. Foundation Engineering Handbook [M]. Beijing: China Building Industry Press, 1997. [3] Bai Yun, Zhou Song, et al. Construction Technology in soft soil under the [M]. Shanghai: East China University of Technology Press, 2001.
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