10500128 夏广明 12万吨日处理量城市污水处理厂工艺设计.doc
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1、contents: including road-shaping rolling, spreading not sieving gravel fill, snap base, spreading graded gravel base, compacted, planned completion time: November 30 eh-December 27. 2.2.5 side of flat stones, pavement construction main contents: including Lofting, flat stone masonry and pavement bas
2、e, Board work. Plan completion: December 11 December 23. 2.2.6 construction phase the main contents: including synchronization of asphalt macadam, asphalt concrete paving and compaction work. Plan completion: July 1, 2011-July 10, 2011. 2.2.7 greening construction phase the main contents: include pl
3、anting trees, shrubs, plants, and so on. Plan completion: January 1, 2011-January 31, 2011. 2.2.8 lighting and traffic facilities construction phase the main contents: includes lighting installation, installation of signs and signals, and so on. Respectively in the face smooth and planned finish tim
4、e: January 16, 2011-January 31, 2011. 2.2.9 closure phases contents: include construction site clearance, personnel and machinery and equipment exit and completion inspection preparation work, planned completion time: July 22, 2011-July 28, 2011. Concrete construction schedule 3, see construction sc
5、hedule bar chart and project schedule network diagram. 4, guarantee measures to ensure smooth implementation in the above schedule in practice, formulated the following measures: 4.1 organizational guarantee for the engineering project management, the company will be deployed in line with owner seek
6、ing qualified experienced project managers with similar projects in command, organization capable of, composed of experienced technical backbone project management Department, to participate in the project construction management. 4.2 labor guarantee 4.2.1 concrete labor inputs, see labour plan and
7、measures. 4.2.2 we will arrange production, the technical work into a more balanced and avoid short-term peak demand, resulting in input and output frequency, reduce management difficulty. 4.2.3 according to the characteristics of the project, construction, technical requirements established by the
8、skilled workers of flat rock, drainage, road surface and lighting team, transportation facilities, large output, high technical requirements. 4.2.4 reduction in workforce management, directly by the project management services team. 4.2.5 developing construction team rewards, contest, through reward
9、s and punishments of the construction team, as well as the construction teams survival of the fittest, fully mobilize the enthusiasm of labour play labor potential and improve work efficiency. 4.3 equipment materials guarantee . Is essential, especially in the construction height, in order to ensure
10、 normal operation of machinery, reducing maintenance time and setting up a permanent site of mechanical maintenance, inspection, maintenance of various equipment in a timely manner. 4.8 pipeline unit to coordinate this project for urban roada 50cm. Terrapl de terra per carretera primera capa final d
11、e gruix de la capa compactada de no menys de 10cm. Alada de terrapl de menys de 80cm (excepte el gruix del paviment), la superfcie original desprs neteja i excavaci de substrat sl ser convertit 30cm solt i compactaci danivellament, compactaci no s menys de 96%. Terrapl dalada s superior a 80cm, la b
12、ase de terrapl anivellament i laminats abans dompliment, la compacitat no s menys del 94%. Terra natural creu pendent o vessant vertical a 1:5, els passos originals que excavats al terra, lamplada de pas les necessitats doperacions dequips de pavimentaci i compactaci i no ser menys de 1M. Fer penden
13、t superior de Banc de 2-4%, passos en sls arenosos no s excavat, 20-30cm per sota de la superfcie original del terreny solt. K0 + 130-k0 + 160, K0 + 780-K0 920 subgrade horitzontal ompliment farcit de perforaci llocs: a. omplir com necessria per no fer aparixer a causa de la inadequada farcit desque
14、rdes longitudinals subgrade. B. secci acuradament netejar omplir de terra, per tal que es solta o trencada en passos i col. locaci en capes. Pas ample no inferior a 1 m, introvertida, 2-4%. Passos pot ser completat abans de terra en capes i simultniament amb la menor compactat. C. quan ha de ser far
15、cit de la propagaci per capes inferior en laminat alta, prestant especial atenci a lompliment, excavaci a la crulla del mosaic, rodant per aconseguir compactes cap encanteri de marca. M.-omplir perforaci secci de lexcavaci s omplir sota secci desprs de la inspecci, terra de maneig i abans que pot ex
16、cavar excavaci en secci. No aplicaci el material dexcavaci han de ser rebutjats, a omplir secci dins la reclamaci est estrictament prohibit. Farcit vertical, excavaci de la caixa a la crulla de la carretera: sha produt una col locaci en capes segons les necessitats, per tal devitar ompliment indegut
17、 cruixit transversals de caixa de la carretera. B, netejar acuradament el terrapl de la llargada original, neteja base segons el farciment pendent dalada i terra. Quan les pistes longitudinals superiors a 12 , cavat escales, ample descala no inferior a 1 m, introvertida, 2-4%. C, omplir, ha de ser d
18、e la propagaci per capes inferior en alta-laminat, prestant especial atenci a farciment, excavaci a la crulla del mosaic, rodant per aconseguir compacte sense marques dencanteri. D, desprs domplir lexcavaci principal a la crulla entre el maneig i lacceptaci s, abans de lexcavaci, terrapl tallar mate
19、rial adequat no est estrictament prohibit. Corr compactat vores terrapl cap al centre, rutes de compactaci vertical parallel a laltre, a 18 t de la pressi esttica patins. Final de tenint capacitat desprs de passar el farciment artificial 80cm buldzer pedra capes, difusi de 30cm de qualificar grava j
20、erarquia i reclavat backfill qualitat argiles per carretera-part superior. 9.2.3 caixa de la carretera dacabat (1) segons el mesurat pilaIn order to ensure normal teaching order, protecting students healthy growth, ensuring that national (property) is not lost, to prevent or minimize the occurrence
21、of safety accidents, follow the prevent, rescue each other, ensure safety and reduce losses principle, according to the local conditions, make the management system. 1, the principal is the responsibility of school safety, school security under the leadership of President security work leading group
22、. The head teacher to the leadership team is responsible for, implementation of the accountability system. 2, school monthly student knowledge about safety education, education should be diversified in the form every safety education for students of classes per week should be targeted. To carry on e
23、mergency issues dealing with education in General, self-help and mutual rescue knowledge. Emergency calls (such as 110, 119, 122, 120, and so on) use common sense in education. 3, the establishment of major accident reporting system. School students report major accident within an hour of education;
24、 student run and disappearances to report; report of the accident to a written report in triplicate, a correctional centre, a police station, a township peoples Government shall not conceal the accident. 4 week, teachers are on duty system, establish and improve the leadership values; strengthen the
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