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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
25、 education, management of teaching activities in schools to ensure normal teaching order; responsible for school safety leadership always maintained close contact and district police stations, canvassing support from the police station on school safety and help. 5, strengthening teachers moral educa
26、tion, establish a dedicated love, improving education quality, observe the students psychological changes at any time and take preventive measures, no corporal punishment and covert corporal punishment on students, student out of the classroom, schools may not be. 6, units or departments use student
27、 Street propaganda or participate in the celebrations, as well as participating in other social work, without approval of the Correctional Centre, school principals consent, without organization. Without the approval of relevant departments, may organize students to participate in fire fighting, dis
28、aster relief and so on. 7, schools should educate students to obey the school rules and regulations, on time, on time home to prevent accidents. 8, school to school inspections on a regular basis, found hidden in time, and in severe cases, it is hard to eliminate immediately closed, and reported to
29、the local peoples Government, education, and rule of law section. 9, the school should always check the internal walls, retaining walls, ponds, railings, handrails, doors, Windows, staircases and a variety of sports, extracurricular activities, facilities such as fire safety, infrastructure security
30、, unsafe facility to immediately repair and demolition to ensure that teachers and students work, learn, live venues and facilities are safe and reliable. Song Lin Xiang Liu Jia ping elementary school March 2016 song Lin Xiang Liu Jia ping primary school fire safety systems to enhance fire safety, p
31、rotection of public property and the life and property safety of teachers and students, school fire safety into day-to-day management, is developing the following fire safety system. 1, strengthen fire safety education of the whole school. According to the requirements of the Fire Services Act, so t
32、hat everyone has of keeping fire control safety, protecting fire control facilities, fire prevention, reports of fire沈阳化工大学学士学位论文沈阳化工大学本科毕业论文 题 目： 12万t/d城市污水处理厂工艺设计 学 院： 环境与安全工程学院 专 业： 环境科学 班 级： 1001 学 号： 10500128 姓 名： 夏广明 指导教师： 冯婧微 论文提交日期： 年 月 日 论文答辩日期： 年 月 日contents: including road-shaping rolling
33、, 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 base, Board work. Plan completion: December
34、 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 planting trees, shrubs, plants, and so on.
35、 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 time: January 16, 2011-January 31, 2011. 2.
36、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 schedule bar chart and project schedule ne
37、twork 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 seeking qualified experienced project manage
38、rs 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 measures. 4.2.2 we will arrange producti
39、on, 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 skilled workers of flat rock, drainage,
40、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 rewards and punishments of the construction te
41、am, 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 normal operation of machinery, reducing
42、 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 roadtrossos lnies, elevacions i creu pendent requisits, ls de mquines, o manualment clar lanivellament.
43、 Anivellament mtodes artificials grau de construcci, control de secci elevaci mitjanant marcadors de cal, basats en el sl es reserva artificialment alt. (2) utilitzant el II YZ20JA-patins de la carretera per fer rodar el cam planer, cadascun exigeix eix dreta mitja ronda, velocitat s a menys de 30m/
44、min i uniformement sobre la plena amplada de la compactaci de la caixa de la carretera. (3) Fundaci acabat s completa, detecci de prova de compacitat de subgrade i desviaci i seriosament fer proves registres, preparats per a un dia i informaci. 9.3 desplegat en una construcci dobres de drenatge, can
45、onades de drenatge ha cooperar amb projecte de construcci, dividida pel volum de distribuci de moviment de terres i drenatge pargraf de construcci de flux en curs dexcavaci de moviment de terres de caixa de la carretera dacord amb el principi de la installaci aiges avall a aiges amunt. Segons lenque
46、sta de reconeixement, aquest apartat dintersecci Pak Sha Wan, drenatge de crulla dos de SI Jia Tong aiges avall a travs del sistema daigua natural de la canonada drenatge temporal gallines poden ser connectats, perqu la distribuci segent s factible: una construcci: excavaci de K0 + 000-k0 + 480 dren
47、atge doest a est, a la crulla de Wan Jia Li, K0 + 500-K1 + 000 excavaci per drenatge de lest a loest, a la crulla a Pak Sha Wan; Construcci B: excavaci de K1 000-K1 + 500 drenatge doest a est, a la crulla a Pak Sha Wan, K1 + 500-K2 + 180 drenatge de Zhu Jia K1 + 710 Localitzaci de travessia Tang a l
48、excavaci en ambds extrems. 9.3.1 Enginyeria mbit de drenatge daigua. (1) el drenatge daigua sistema existent. Lloc denquesta, registres, K0 + 100, K0 + 930 cada un dels dos llocs tenen un drenatge daigua en la construcci de moviment de terres caixa de la carretera abans. K0 + 100 Sud ubicaci t un D1500 de formig armat creu tub rebut lloc South Road, collecci districte pastilles originals de pluja i les aiges residuals, a causa de la subgrade de pargraf s omplir districte, nece