Excavator description 1
施工组织设计英文版Construction Scheme for Subgrade Works
CHINA HARBOUR ENGINEERING COMPANYLIMITEDConstruction SchemeRio Grande BridgeK0+150～K0+240soft foundationreplacement treatmentWriter:_______________ Chief: ____________Unit:_________________ Date:_________________Directory1.project profile ------------------------------------------------------------------ 32.Construction preparation ---------------------------------------------------- 33.Construction scheme --------------------------------------------------------- 43.1construction technology --------------------------------------------- 43.2construction process ------------------------------------------------- 43.3construction method ------------------------------------------------- 53.4 water ditch excavation ---------------------------------------------- 63.5 clearance and excavation ------------------------------------------- 63.6 backfill and rolling compaction ------------------------------------ 74. Personal and machine arrangement ------------------------------------- 84.1 labor arrangement --------------------------------------------------- 84.2 machine and equipment -------------------------------------------- 95.Quality control precautions ----------------------------------------- 106. safety and environmental protection precautions ------------------ 136.1 safety protection precautions ----------------------------------- 146.2Environment protection precaution ---------------------------- 171.project profileThe soft foundation of this project is K0+150-K0+340, the surface is plough soil, soft plastic sludge fine sands with the max thickness of 3.0m, and backfilled with min thickness 0.3m and width 70m and the final elevation should not lower than the original ground, the backfilling material should adopt water permeability material like gravel and roadbed should be filled directly after that with a thickness 2.3~7.5m.According to the engineer geology of soft layer and roadbed elevation in design, it should take a comprehensive dispose to soft section, including first excavation of vertically and horizontally drain ditch, surface water, and backfill the water permeability material.The main project quality is soft foundation excavation 5700m3 and water permeability material gravel 5700m3.2.Construction preparationIt should check the onsite or underground obstacles like underground cables, high-tension wire, communication cables and clear them out according to conditions.2.1“four supplies and one leveling ”Supply of water, electricity and road and leveled ground should be done on the construction site. The construction water, domestic water should adopt local well water; the construction and household power should be supplied by special line; the shortcut should be used as road and be sure that varies of cars and person can pass through with a regular maintenance to keep unblocked.2.2technology preparationThe construction drawings should be reviewed first and explained to the construction stuff after approval.2.3material preparationIt should investigate the backfilling material resources around and make storage to make sure the continual construction.3.Construction scheme3.1construction technologyReview the construction drawings design and relevant documents—construction preparation (store exchange fill water permeability material)—survey layout—drainage ditch set—soft soil and sludge removal—foundation check—exchange fill the water permeability material by layer—compact by layer3.2construction process3.3construction method53.1.1survey layoutThe control point should be retest and encrypted according to the design cross point to ensure the quantity of the lead wire point and level point, in that case the mutual check work will be more convenient during construction. The calculation of pile coordinates should be made according to the horizontal curve data in drawings, the layout will be made after checking the data and the location of roadbed mid-pile and side pile should be marked with a space 20m by lime.3.4 water ditch excavationFirst the drain water ditch should be excavated at the sides and middle of the roadbed to make sure that watering unblocked before soft foundation dispose and excavated at the soft section vertically and horizontally connecting with the geography elevation, as to some individual section, it should dewatering by the sumps in the soft foundation scope to make a advantage for subsequent soft foundation dispose.The location of soft foundation dispose and temporary drainage ditch layout please see below drawings:3.5 clearance and excavation3.5.1 The soft soil or sludge should be removed and bottom should be leveled. It should set a step or gentle slope if the bottom of the soft soil has a big curve. The excavation width should not less than the width of embankment and direct excavation and 50 cm wider than the side ditch border. After the soft foundation removed, the next process can only be carried on after the supervisor’s approval.3.5.2With the increment of the excavation depth, the drainage ditch should be deepened, the pit dewatering should be used for the sectionwhere has drainage difficult to protect the roadbed from soaking.3.5.3 It should be dewatered first when there’s a slope on the bottom, the foundation should be made as a counter-slope step with a more than 1m width after the soft soil removal.3.6 backfill and rolling compactionThe thickness of every backfilling layer should be less than 30cm and the process is as follow:After finish the soft bottom excavation and approved, the bottom should be leveled, back cover by qualified material with a thickness of 30~50cm and compacted by a degree above 85%.3.6.1 Layout: it should layout before the first layer backfill and marks the loose pavement thickness by lime and surveys elevation of every point for future use.3.6.2 Material transport: it should adopt the dumper car and excavator to transport the backfilling material and keep the construction road unblocked. Try to short the transport duration to ensure the excavator and roller can work continuity. It should level every layer backfilling material and set 2% transverse slope at both sides and roll timely especially in rain season. The roadbed should be backfilled by layer with a thickness of 30cm at one time.3.6.3 Spread, level and roll: the backfilling material should be leveled by bulldozer first and by person at difficult places. During compaction, it should notice the backfilling transverse slope and roll by vibroll after leveling. When rolling, it should along the longitudinal line from low to high level and fast followed by slow, from sides to middle at the straight section, from inside to outside at the curve section. First it should be rolled without vibration by 3.0~3.5km/h, then light vibrationby 2.0~2.5km/h and rolled with heavy vibration by 1.5~1.8km/h. The special person should be arranged to time, observe and control the rolling speed, track to ensure the overlap between 40~50cm. It should check the compaction degree and survey point elevation, record and calculate the compaction degree and loosen coefficient from the third time rolling compaction (The individual data should not be used in the loosen coefficient calculation). Take the followed measures to the backfilling materials in order to meet the requirements of every test standards: when the water content of backfilling materials is lower it can watering in the material site; when closer to the best content it should be spread with soil and rolled as soon as possible; when higher it can be rolled until dry enough. The rolling width should be 0.3m wider than the design roadbed width at both sides until meets the requirements of the specifications. Draw the compaction degree and rolling times relation schema. It should record the required rolling times, the speed and vibrating mode of rollers, compare the compacted thickness and loose pavement thickness, and compare the adopted pavement thickness to get the loose pavement coefficient and adopted loose pavement thickness.4. Personal and machine arrangementSoft foundation disposal roadbed construction team is responsible for the construction and the chief principle is in charge. The main management stuff includes roadbed engineer, QC engineer, safety man, material man, tester, and surveyor. The personal and machine arrangement details , please see the below tables.4.1 labor arrangementTable 4-1 roadbed labor arrangement table4.2 machine and equipmentTable 4-2 quantity list of main machines and equipments5. Quality control precautions5.1 According to the project requirement, construction explanation should be conducted prior to the commencement of work. After the completion of each construction section, we should request inspection and evaluation. We should strictly obey the quality management assurance system which is shown as followsQuality management assurance system112. Material quality control1) Material department should draw up the purchase plan according to the material supply application and relevant regulations. The supplier should be qualified for productivity and quality.2) Material should be with quality certification and sampled before using. If testing items are beyond the ability of testing lab, these should be sent to other qualified testing center.3. Construction control1) Key quality controlMaterial quality and critical procedure quality should be the key parts of quality control. Quality inspection document should be in on the basis of relevant standards and specifications.2) Three-grade inspection system should be conducted. The three- grade inspection refers to self-inspection, acceptance inspection and particular inspection.3) establish quality double check system to eliminate quality accident. Quality control seminar should be carried out frequently to promote the increasing of quality4) rewards and penalty system should be formed and implemented.4. testingTesting center should be with qualified test clerk and equipment.5. survey and concealed work acceptance1) Survey equipment should be checked by responsible survey engineer. Qualified equipment should get the acceptance letter before using.Survey equipment should accept frequent check to insure its measurement.Survey crew should include a survey engineer who is the responsible person for new-tech training.Constructor, survey engineer as well as chief engineer should check the measurement one by one.6. concealed work acceptanceConstructor should request inspection for the concealed work. After acceptance it should be moved to the next construction step.7. measuring equipment checkingTesting equipment and measuring equipment should accept checking weekly to insure its accuracy.8. professional personnelAll the construction personnel should be the qualified skilled person.Prior to the commencement of construction, all the stuff should acknowledge the construction technical documents, drawing as well as specifications.9. quality recording logQuality log should be the reflection of real construction quality. after the inspection, It should be filled in proper format on time and kept by responsible person and stored in reference room.Progress: constructor should record the construction progress and conduct quality inspection. Quality engineer should conduct the double check and make evaluation. Chief engineer should exam the record and then pass it to the recording management personnel to bookbind. When it get the acceptance of owner, quality supervision center and superior department, it can be stored in the reference room.6. safety and environmental protection precautions6.1 safety protection precautions1)Safety control group composed of project manager who are as the group leader), vice manager, chief engineer, dispatcher, site engineer, site forman who are as the group member.2)One full-time safety administrator (with the qualified safety management license), two on-site full-time safety inspector should occupy in safety control works.3)The leader of construction team should be part-time safety control administrator and construction engineer should be part-time safety inspectors4)Safety control management system shows as following tree diagramSafety control management system155) On-site safety precautions i(1) On-site safety control mandatory requirementsProject department safety control plan and progress should submit to owners and supervision engineers and acquire their approval. Project department should agree the additional regulations put forward by owners or supervision engineers and the following mandatory requirements should be implemented on site:①if people(including visitors, party representatives, materials, transportation workers) didn’t wear protective articles, they should not be allowed to enter the construction site.②all the moving parts of machinery, equipment or electrical tools must be installed protective cover to prevent contact with the body.③all the temporary distribution box should be grounded and installed earth-leakage circuit-breaker.④all the equipment should be operated by qualified licensed operator.⑤all special equipment should be operated by qualified licensed operator.⑥before the commencement ,all equipments should be tested by qualified inspector and the equipments should attach check tag .（2）Power supply management①construction, maintenance as well as remove of temporary power line should operate by professional electrician②electrician should acknowledges equipment property and safe use of electricity.③Operator should wear protective articles before the commencement of operation and check electric apparatus as well.Equipment should be confirmed running in good condition④Switch should be turn off to stop the equipment and switch box need to be locked.⑤Equipment load line, zero line and switch box need to be inspected by professional personnel. If any problem was found, it should be reported and solved immediately.⑥Before any remove, power supply should be cut off .（3)Hurricane precautions①during hurricane season , project department should have a persons on duty to listen to weather ,tropical storm and hurricane forecast everyday.②project department should accept and obey the instruction of superior department.③ According to the weather forecast of hurricane or tropical storm, the leadership group should hold a meeting to establish a emergency measures against hurricane.④project section should form an anti-hurricane rescue team, if hurricane visited ,rescue team should take positive action according to plan.⑤communication should be smooth. Any progress should report to relevant department. If necessary, project department should ask for proper assistance.6.2Environment protection precautionGuidelinesStuff should comply with environmental and occupational health management laws and regulations, standards and procedures and conduct the duty and commitment which is covered in the contract.During construction work stuff should save energy and reduce resource consumption and prevent environmental pollution incidents.Everyone should participate in the complementation of environment protection precaution and eliminate hidden risks to prevent the accident.Environmental and occupational management system should be constantly improved.1）Environmental management of construction equipmentconstruction equipment should be operate by qualified personnel .Equipment should be running, loading by the required ways and procedures. Operation time should be limited to prevent the noise and air pollution, waste gas should be tested before discharge and oil cotton or other toxic trashes should be central treated. All construction equipments are not free to discharge sewage, oil or other wastes to prevent pollution of nearby water sources.2）Environmental protection precaution and work site amenityConstruction design should include the content of environmental protection precaution of gas, sewage, sludge, dust, radioactive substances, noise and other environmental pollution hazards.The awareness of environment protection, resources conserving and ecology balancing should be raised to minimize the negative construction impaction.The environment safety condition should be evaluated to eliminate the safety hazards. Construction site should be leveled and project department should be safe, tidy and sanitary and greening. no sludge water. Road access should be hardened and sewage-free with a sprinkler to reduce the dust.Construction machineries and Vehicles Park tidily at specified place, maintain daily to keep them in good condition. Fixing machineries need temporary shed; working plot needs flat and solid with no sundries.Daily safety inspection, entrance registration and flare approval system should be implemented on construction site, living zone and auxiliary zone. Fire-prevention warning sign and fire fighting facilities should be shown at the construction site and living zone .3）According to the pollution hazards have been identified and environment control goals, the enterprise and inferior leadership, work team shall sign their letters of responsibility for environmental control to ensure that tall environmental control indicators are under control.4）According to the identified environmental factors, environmental protection precautions and management programs should be established. During the construction progress, major environmental pollution factors are as follows: noise of pile boring, vibrating and heavy trucks; Air pollution of sand, cement transportation, storage and the use and waste gas discharged by vehicle .water pollution of kitchen, toilet, bathroom sewage; solid waste of construction waste living waste.5）Stuff environmental educationNew labor should accept safety education as well as environmental protection education to raise their pollution control awareness Before the construction commencement, all construction stuff should accept environmental protection education to raise the self awareness of environmental protection. Technicians and environment inspector should acknowledge the environmental pollution factors and make a detailed explanation to construction workers and all workers should sign and implement the environmental precaution acceptancenotification or environmental protection agreement. Every technician is in charge of the establishment and supervising of the environmental protection precaution.Waste water, garbage should be discharged into the required location that local government permitted.Dust should be controlled according to requirement of the local government and the dust should be less than 250mg per cubic meter.Fire accident and explosion accidents should be prevented.。
泰文建筑单词
1. Brick wall (บริควอล) = ก าแพงอิฐก่อ2. Concrete floor (ค็อนครีทฟลอร์) = พืนคอนกรีต3. Work platform (เวิคแพล็ทฟอม) = นังร้าน4. Bricklayer (บริคเลเย่อร์) = ช่างก่ออิฐ5. Chimney (ชิมนิ) = ปล่องไฟ6. Scaffold pole (สแค็บฟึลดโพล) = เสานังร้าน7. Platform railing (แพล็ทฟอมเรลิง) = ราวนังร้าน8. Plank platform (แพลงคแพล็ทฟอม) = พืนนังร้าน9. Mixer operator (มิคสเซ่อร์10. Concrete mixer (คอนกรีต11. Mixing drum (มิคซิงดรัม) = โม่ผสมปูน12. Wheelbarrow (วิลแบโร) = รถเข็นล้อเดียว13. Mortar pan (มอทาแพน) = กระทะฟสมปูนทราย14. Ladder (แล็ดเดอะ) = บันได15. Bag of cement (แบ็กออฟ16. Site fence (ไซน17. Signboard (ไซนบอด) = กระดานปิดประกาศ18. Contractors’ name plates(ค็อนแทรกเต่อร์สทเนมเพล็ทส) = ป้ายชือผูรบเหมา19. Site hut / site office (ไซทฮัท/ไซท20. Plumb bob (พลัมบ็อบ) = ลูกดิง21. Trowel (เทราอึล) = เกรียงเหล็ก22. Mallet (แม็ลลิท) = ค้อนตะลุมพุก23. Spirit level (สพิรทเล็ฟวึล) = ลูกน้าจับระดับ24. Laying-on trowel (เลอิง-ออน25. Float (โฟลท) = เกรียงไม้26. Brick (บริค) = อิฐ27. Excavator (เอ็คสคะเวเต่อร์) = คนขุดน28. Conveyor belt (ค็อนเวเยอะ29. Mechanical shovel (เม็คคะนิคลชัฟวึล) = รถขุด30. Plasterer (พล้าซเทอะเอ่อร์) = คนฉาบปูน31. Screen (สกรีน) = ตะแกรงร่อนทราย32. Guard netting (การ์ด33. Reinforced condrete (รีอนฟอสทคอนกรีต) = คอนกรีตเสริมเหล็กล้า34. Inferior purlin (อินเฟียเรีย35. Concrete purlin (คอนกรีตเพอลิน) = แปคอนกรีต36. Concreter (คอนกรีตเต่อร์) = ช่างแต่งผิวหน้า37. Column box (ค็อลลัมบ๊อกซ) = ไม้แบบเสา38. Wedge (เว็จ) = ลิม39. Shutter boards (ชัทเต่อร์บอร์ดส) = ไม้แบบ40. Circular saw / buzz saw (เซ่อคิวล่าร์ซอ/บัซ41. Bending table (เบ็นดิง42. Bar bender/steel bender (บาร์เบ็นเด่อร์/สทีลเบ็นเด่อร์) = ช่างดัดเหล็ก43. Hand steel shears (แฮ็นด์สทีล44. Tower crane (โทเว่อร์เครน) = ปันจัน45. Sleeper (สลีพเป่อร์) = ไม้หมอน46. Scaffolding (สแค็พฟึลดิง) = นังร้านเหล็ก47. Bending iron (เบ็นดิงไออัน) = ทีดดเหล็ก48. Safery rail (เซฟตีเรล) = ราวกันตก49. Sheeting support (ชีทติงซัพพอร์ท) = เสารับ50. Carpenter (คาร์เพนเต่อร์) = ช่างไม้51. Electric drill (อิเล็คทริคดริล) = สว่านไฟฟ้า52. Door frame (ดอร์เฟรม) = วงกบประตู53. Window frame (วินโด่วเฟรม) = วงกบหน้าต่าง54. Fillet/cleat (ฟิลลิท/คลีท) = พุกไม้55. Principal post (พรินซิพลโพสท) = เสาหลัก56. Hand saw (แฮ็นด์57. Bucksaw (บัคซอ) = เลือยอก58. Saw blade (ซอเบลด) = ใบเลือย59. Compass saw (ค็อมพาสซอ) = เลือยหางหนู60. Plane (เพลน) = กบไสไม้61. Auger/gimlet (ออเกอะ/กิมลิท) = สว่านมือ62. Screw clamp/holdfast (สครูแคล็มพ/โฮลดฟาสท) = เครืองยึดไม้ให้ตดกั63. Mallet (แม็ลลิท) = ตุลมพุก/ค้อนไม้64. Two-hand saw (ทู-แฮนด์ซอ) = เลือยสองมือ65. Try square (ไทรสแควอะ) = ไม้ฉาก66. Broad axe (บอร์ดแอ็คส) = ขวานหน้ากว้าง67. Chisel (ชิชซึล) = สิว68. Mortise axe (มอทิสแอ็คส) = สิวลบมุม69. Axe (แอ็คส) = ขวาน70. Carpenter’s hammer(คาร์เพ็นเต่อร์ส71. Claw head2nail claw (คลอเฮ็ด/เน็ล72. Iron wquare (ไออันสแควอะ) = เหล็กฉาก73. Heartwood (ฮาทวูด) = แก่นไม้74. Wapwood (แซ็พวูด) = เนือไม้75. Bark (บาร์ค) = เปลือกไม้76. Blank (แบล็งค) = แผ่นไม้77. Gable (เกบึล) = หน้าจัว78. Rafter (ราพเทอะ) = จันทัน79. Roof beam (รูฟบีม) = ขือ80. Purlins (เพอลินส) = แป81. Post/stile (โพสท/สไทล) = ดัง82. Ridge purlin (ริจเพอลิน) = อกไก่83. Tie beam (ไทบีม) = อะเส84. Queen post/truss post (ควีนโพสท/ทรัสโพสท) = ดัง85. Mortise and tenon joint (มอทิสแอนด์เท็นนัน86. Wooden nail (วูดดึนเน็ล) = สลักไม้87. Pin (พิน) = หมุด88. Clout nail (เคลาทเน็ล) = ตะปูหวเหลียม89. Wire nail (ไวอะเน็ล) = ตะปูเหล็ก90. Hardwood wedge (ฮาดวูดเว็จ) = ลิม91. Bolt (โบลท) = สลักประตู, กลอน, สลักเกลียว92. Tiled roof (ไทลทรูฟ) = หลังคามุงกระเบือง93. Skylight (สกายไล้ท) = ช่องแสงส่อง94. Gutter (กัทเทอะ) = รางน้าฝน95. Rainwater pipe/downpipe (เรนวอเต่อร์96. Pipe clip (ไพพคลิพ) = เหล็กยึดท่อ97. Tiled cutter (ไทล98. Interior decoration (อินเทียเรียเด็คคะเรชัน) = การตกแต่งภายใน99. Plain-tiled roof (เพลน-ไทลท100. Pantile (แพนไทล) = กระเบืองลอน101. Nail bag (เน็ลแบ็ก) = ถุงใส่ตะปู102. Corrugated sheet (คอรเก็ทเต็ด103. Frame wood (เฟรมวูด) = ไม้ทากรอบ104. Sheet glass (ชีทกลาส) = แผ่นกระจก105. Frosted glass (ฟร็อทเต็ดกลาส) = กระจกฝ้า106. Patterned glass (แพ็ทเนทกลาส) = กระจกมีลวดลาย107. Crystal platte glass (คริสทึลเพลท108. Thick glass (ธิคกลาส) = กระจกหนา109. Milk galss (มิลคกลาส) = กระจกขุน110. Laminated galss (แล็มมิเนทเต็ดกลาส) = กระจกทีซอนกันเป็นขัน111. Sagety galss (เซฟตีกลาส) = กระจกนิรภัย112. Stained glass (สเทนทกลาส) = กระจกสี113. Ornamental glass (ออนามเนทึล114. Raw glass (รอกลาส) = กระจกผิวขรุขระ115. Bull’s eye glass(บัลส-อาย116. Wired glass (ไวอะทกลาส) = กระจกบุลวด117. Line glass (ไลนกลาส) = กระจกลายเส้น118. Glassworker (กลาสเวิคเก่อร์) = ช่างกระจก119. Glass holder (กลาสโฮลเด่อร์) = ทียดกระจก120. Pane of glass (เพนออฟ121. Putty (พัททิ) = กาวติดกระจก122. Glass pliers (กลาสไพลอัซ) = คีมจับกระจก123. Diamond glass dutter (ไดมอนดกลาสคัตเต่อร์) = เครืองตัดกระจกด้วยเพชร124. Steel-wheel glass cutter (สทีล-วีลกลาสคัตเต่อร์) = เครืองตัดกระจกด้วยเหล็กกล้125. Mitre board (ไมเทอะบอร์ด) = กรอบท ามุม126. Rivet (ริวท) = หมุด127. Spanner (สแปนเน่อร์) = กุญแจปากตาย128. Pliers (พล๊ายส) = คีมปากคีบ129. Tongs (ท๊องส) = คีม, ปากคีบ130. Pincers (พินซัซ) = คีมปากนกแก้ว131. Vice (ไว๊ส) = คีมปากกา132. Drill (ดริล) = สว่านค าศัพท์ทพบบ่อย1. Construction material (คอนสทรัคชัน2. Real estate (เรียลอิสเท็ท) = อสังหาริมทรัพย์3. Single house (ซิงเกิลเฮ้าส) = บ้านเดียว4. Town house (ทาวน์5. Home office (โฮมอ๊อฟฟิซ) = อาคารส านักงาน6. Project name (โพรเจ็คเน็ม) = ชือโครงการ7. Location (โลเคชัน) = ทีตง8. Prime location (ไพรมโลเคชัน) = ทีตงดี9. Name of developing company (เน็มออฟคัมพะนิ) = ชือบริษทด าเนินการ10. Refistration no. (เร็จจิสเทรชัน11. Capital (แค็พพิทล) = เงินทุน12. Price of unit (ไพรสออฟยูนท) = ราคาต่อหน่วย13. Size of unit (ไซซออฟยูนท) = ขนาดต่อหน่วย14. Project size (โพรเจ็คไซซ) = ขนาดโครงการ15. Construction period (คอนสทรัคชัน16. Financed by (ไฟแน้นซท17. Description of project (ดิสคริพชันออฟโพรเจ็ค) = รายละเอียดของโครงการ18. Telephone number (เทเลโฟน19. Condominium (คอนโดมิเนียม) = คอนโดมิเนียม20. Real estate industry (เรียลอิสเท็ทอินดัสทรี) = อุตสาหกรรมอสังหาริมทรัพย์21. Health facilities (เฮ็ลธ22. Infrastructure (อินฟราสทรัคเจ่อร์) = สาธราณูป23. Investor (อินเวสเต่อร์) = นักลงทุน24. Shareholder (แชร์โฮลเด่อร์) = ผูถอหุน25. Business area (บิสซิเนสแอเรีย) = ย่านธุรกิจ26. Luxury apartment (ลัคซึร27. The fastest growing economy (เธอะฟ้าสเต็ดอีคะน็อมมิ) = เศรษฐกิจเติบโตอย่างรวดเร็ว28. Skilled worker (สคิลท29. Labour law (เลเบ่อร์ลอ) = กฎหมายแรงงาน30. Developer (ดิเว็ลลัพเพ่อะ) = ผูดาเนินการพั31. Risky business (ริสกี32. Monthly instalment (มันธลีอินสทอลเม้นท) = การผ่อนช าระเป็นรายเดือน33. Down payment (ดาวนเพเม้นท) = เงินทีจายครังแรกในการซือขผ่อนช าระ34. Deposit (ดิพอซซิท) = เงินวางมัดจ า35. Price level (ไพรสเล็ฟวึล) = ระดับราคา36. Housing estate (เฮ้าซิงอิสเท็ท) = บ้านจัดสรร37. Operator (โอเพอเรเต่อร์) = ผูประกอบการ38. Proprietor (พระไพรอะเต่อร์) = เจ้าของกิจการ39. Satellite town (แซ็ททะไล้ททาวน) = เมืองบริวาร40. Interior design and decoration (อินเทียเรียดีไซน์เด็คคะเรชัน)= การออกแบบและตกแต่งภายใน41. Architecture (อาคิเท็คเชอะ) = นักสถาปัตย์42. Contractor (คอนแทร็คเต่อร์) = ผูรบเหมา43. Safety standard (เซฟตี44. Security service (ซิควริต45. Resort home (รีซอร์ทโฮม) = บ้านพักตากอากาศ46. Staff shortage (สตัฟ47. Lucrative business (ลูคระทีฟว48. Tenant (เท็นนัท) = ผูเช่า49. Detached house (ดิแท็ชทเฮ้าส) = บ้านเดียว50. Vacancy (เวคึนซิ) = มีหองว่าง51. Occupancy (อ็อคคิวแพนซิ) = มีผครอบครองแล52. Residential area (เร็ซซิเด็นเชียล53. Fitness centre (ฟิทเนส54. Whirlpool (เวิลพูล) = สระน้าวน55. Construction site (คอนสทรัคชัน56. Waste-water treatment system (เวสท-วอเต่อร์= ระบบก าจัดน้าเสีย57. Mansion (แมนชัน) = คฤหาสน์บทสนทนาประจ าบท1. I’m looking for a house in this area. Is there a town-house available?(ไอมลุคกิงฟอร์อะเฮ้าสอินธิสแอเรียอะไวละบึล)ผมก าลังมองหาบ้านในบริเวณนี·Oh! I’m sorry, all units have just been sold out.(โอ่ไอมซ้อรีออลยูนทสแฮ็ฟจัสทบีนโอ่เสียใจครับทุกหลังเพิงจะขายหมดไป2. I’m interested in your housing project advertised in today’s Post. Can you fax me the brochure of your project?(ไอมอินเตอเร็สเต็ดอินยัวร์เฮ้าซิงทูเดย์สโพสท์แคนยูแฟ็กซมีเธอะผมมีความสนใจในโครงการบ้านจัดสรรของคุณสือพิมพ์โพสต์ฉบับวันนีคุณช่วยส่งแฟ็กซ์โบรชัวร์ของคุณมาให้ผมห·Yes, I can. Please give me your fax number. I’ll send it right away. (เยสไอแคนพลีสกีฟวมียัวร์แฟ็กซอะเวย์)ได้ครับขอเบอร์แฟ็กซ์ของคุณด้วย3. I want to buy a single house. What is the cost of each unit?(ไอว้อนททูบายอะซิงเกิลเฮ้าสว็อทอีสยูนท)ผมต้องการซือบ้านหลังเดียว· The prices range from on million to five million bahts. This depends on each model.(เธอะไพร้สเรนจฟรอมวันมิลเลียนทูไฟวดิเพ็นสออนอีชโมเดล)ราคามีตงแต่หนึงล้านถึงห้าล้านบาทนีขนอยูกบบ้านแต่ละแบบด้วยครับ4. How many models do you have?(ฮาวเมนีโมเดลสดูยูแฮ็ฟ)คุณมีกแบบครับ· We have tree models altogether. (วีแฮ็ฟธรีโมเดลสออลเทอะเก็ทเธอะ)เรามี 3 แบบด้วยกันครับ5. What facilities do you provide?(ว็อทฟะซิลตสดูยูโพรไวด)คุณมีเครืองอ านวยความสะดวกอะไรให้บาง·We provide several facilities such as children’s playground and swimming pool etc.(วีโพรไวดเซ้ฟวรึลฟะซิลตสซัสแอสแอนด์สวิมมิงพูลอิทเซ็ททระ)เรามีเครืองอ านวยความสะดวกให้หลายอย่างและสระว่ายน้าเป็นต้น6. How much do you require for the down payment?(ฮาวมัชดูยูรีไดวอะฟอร์เดอะดาวน์ต้องจ่ายเงินดาวน์เท่าไรครับ·……… baht………บาท7. How much do I have to pay for the deposit?(ฮาวมัชดูไอแฮ็ฟทูเพย์ฟอร์เธอะผมต้องวางเงินมัดจ าเท่าไรครับ·It is ……… baht for the model you want.(อิทอีส ......... บาทฟอร์เธอะโมเดลยูว้อนท)......... บาทส าหรับแบบทีคณต้องการ8. When will the construction be completed?(เว็นวิลเธอะอคนสทรัคชันบีการก่อสร้างจะแล้วเสร็จเมือไรครับ· It should be completed in the next two months.(อิทชูดบีคอมพลีทเต็ดอินเธอะเน๊กซทูก็ควรจะแล้วเสร็จภายในอีก 29. How many units are available?(ฮาวเมนียูนทสอาร์อะไวละบึล)มีเหลืออยูอกกีหลังครับ·About ……… units.(อะเบ้าท ......... ยูนทส)ประมาณ ......... หลังครับ10. What should I do if I want to book for one unit?(ว็อทชูดไอดูอิฟไอว้อนททูบุคฟอร์วันผมต้องท าอะไรบ้างครับ·You have to give me a copy of your ID card and a deposit of ……… baht.(ยูแฮ้ฟทูกีฟวมีอะก๊อปปีออฟยัวร์ดิพอซซิทออฟ ......... บาท)คุณต้องให้สาเนาบัตรประชนแก่ผมหนึงใบพรจ านวน ......... บาท11. Can you take me to the construction site?(แคนยูเท็คมีทูเธอะค็อนสทรัคชันไซ้ท)คุณพาผมไปบริเวณก่อสร้างหน่อยได้ไหมครับ· Yes, I can. This way, please.(เยสไอแคนธิสเวย์พลีส)ได้ครับเชิญทางนีเลยครับ12. Why do you want to move in so early?(วานดูยูว้อนททูมูฟวอินโซเออรี)ท าไมคุณจึงต้องการเข้ามาอยูไวนักล่ะครั· Because my houe has been expropriated for the construction of the Expressway.(บีคอสมายเฮ้าสแฮ็สบีนค็อนสทรรัคชันออฟธิเอ็กซเพรสเวย์)เพราะว่าบ้านของผมถูกเวนคืนเพือการก่อง13. Do you spray any insecticide to prevent the termite?(ดูยูสเปรย์เอ็นนีอินเซ้คทิไซดทูคุณได้พนยาฆ่าแมลงเพือป้องกันปลอกหรือ· Yes, of course. (เยสอ็อฟคอร์ส)ครับแน่นอนครับ。
力士乐M9多路换向阀
Hydraulic Systems at Bosch Rexroth
Throttle-Control Negative Control Positive Control LUDV
PST A1 A1
PST PST PST A1
+ -
Load Sensing System 负载敏感系统
1. Here each axis has an individual pressure compensator which is located before the meter-in orifice. 2. The highest consumer pressure is called to the pump which swivels out to the requested flow. 3. In case of undersaturation the consumer with the highest pressure stops moving.
Bosch Rexroth Controls for Excavator
New Rexroth 2-Loop Positive Control 6M9-25
Open Center Positive Control
GFT+A10FD
(travel drive)
MX-25 GFB+A10FD
p I
(slew drive)
Negative Control 1. It is a Open Centre system mainly used from Japanese and Korean companies. 2. In neutral the pump always saturates the NC orifices. 3. When a main spool gets moves out of centre, the neutral closes and the pressure at the NC orifice drops. This swivels out the pump.
CodeDescription代码描述
12-04-00001Injection moulding machines for2 manufacturing of P.V.C pressure pipesfittings with moulds,over head,crane,water chiller,fast wearing parts,training& Commissioning .12-04-00002Extrsion pipe heads for CINCINATTI6 EXTRUSION line CM80to produce P.V.Cpressure pipes according to Din(8061-8062) complete with electric heaters.12-04-00003Liquid ring degassing vacuum pumps for6 P.V.C pipe extrusion lines with thefollowing specifications single stage watercirculating vacuum pumps complete withelectric motor,coupling and base plate,380V,50Hz Q=240m3/hr air suction withaccessories5,000TONS 12-04-00004Poly Venyl Chloride(P.V.C)compoundK.Value 67 for producing pressure pipes2,000TONS 12-04-00005Poly Ethylene(P.E80)black compound forproducing pressure pipes12-04-00006Rehabilitation Of Existing Brick Plants1LINE machinery & equipment for existing brickplants / extension.12-04-00007Rehabilitation Of Existing Brick Plants1LINE machinery & equipment for existing brickplants .12-04-00008Prestressing Reinforcement Steel Wire350TONS diam.7.4mm5,000PCS 12-04-00009Wedges type, 81 - 001.07 for 7.4 mm roundwire10TONS 12-04-00010cross wiring mild steel ( black ) wire ofcommercial quality 3 mm diam. In coils of600 mm diam.12-04-00011circular construction yokes weldable10TONS reinforcment bars 4 mm of commercialquality .1012-04-00012Mould ( forged steel ) for producingconcrete poles12-04-00013poly proplene grannules1,000ton28PCs 12-04-00014 Rolls for R.M shop. Grooved Rolls formedium structure products100PCs 12-04-00015 Static & Dynamic guides for rolling millshop12-04-00016 Ferromanganese - high carbon2,000TON 12-04-00017 Ferro - Silicon 75 1,000TON 12-04-00018 Ferro - Silicon - manganese 2,000TON 12-04-00019 Silico - Calcium 500TON 12-04-00020Tapered tube mould12-04-00021a- ( 100x100 ) R 5000 mm150PCs 12-04-00022b- ( 150x150 ) R 5000 mm100PCs12-04-00023 Graphite powder 1,000TON12-04-00024 Refractory materials 5,050TON12-04-00025 Chromate powder ( RD8 complex ) 25TON12-04-00026Motors ( A.C & D.C ) 41PCs12-04-00027Power transformer oil shell diala / D20,000LITERS 12-04-00028A)EAF graphite electrode copper holders 6PCs12-04-00029 4 WD STATION WAGON WITH SPARE PARTS.1512-04-00030PICK UP 4WD SINGLE CAB WITH SPARE PARTS1012-04-00031PICK UP DOUBLE CAB WITH SPARE PARTS10112-04-00032LOW LOADER SEMI TRAILOR WITH SPARE PARTS(40 TONS CAP.)12-04-00033CRANE 30-TON CAP. WITH SPARE PARTS11012-04-00034WATER TANKER TRUCK (10 TONS CAP.) WITHSPARE PARTS12-04-00035EXPLORATION DRILLING RIG, 500M. DEPTH WITH2SPARE PARTS.312-04-00036EXPLORATION DRILLING RIG, 250M. DEPTH WITHSPARE PARTS.12-04-00037DRILLING ACCESSORIES.Lot12-04-00038AIR COMPRESSORS WITH SPARE PARTS512-04-00039HYDRAULIC EXCAVATOR, 3.5M3 . BUCKET CAP.2WITH SPARE PARTS.212-04-00040WHEEL LOADER 3.5 M3 . BUCKET CAP. WITH SPAREPARTS312-04-00041BULLDOZER, 4X 1.65 M. BLADE WITH SPAREPARTS.12-04-00042Copper rod dia. 8mm 3,000TON12-04-00043Copper rod dia. 10mm 500TON12-04-00044Aluminium slab A42,000TON12-04-00045Polyethylene for sheathing of telephone400TON cable12-04-00046Color masterbatches for polyethlene 50TON12-04-00047Color masterbatches for pvc compound 50TON3,770TON12-04-00048Raw material for glass and ceramic ind.:soda ash12-04-00049 Equipment , Refractors forvarious reconstruction the furnace of tableware production12-04-00050 Equipment , Spare part and machineryfor table ware lines production .12-04-00051 Spare part and operating material forceramic wall tile and sanitaryproduction.20set12-04-00052 Moulds for bottles, table wareproduction .12-04-00053 Spare part for I.S machine and tablevarious ware machine .12-04-00054SPARE FOR GEAR BOX SLURRY MILL DIA 2.4 XDIFF.13.650 M LENGTHDIFF.12-04-00055SPARE FOR CEMENT MILL DIA 4.2 X 31.750 MLENGTH12-04-00056HANDLING CLINKER AND LIEMESTONE POWDER1UNIT12-04-00057SPARE FOR KILN NO.1 & NO.2 STATIONERY AIRDIFF.COMPRESSORS WITH SUITABLE ELECTRIC MOTORDIFF.12-04-00058GEAR BOXES INCLUDING (AUXILIARY GEAR BOX ,MAIN GEAR BOX ,SPARE SPARE PART FOR GEARBOX12-04-00059EXHAUST FAN FOR KILN DIA 4.8/5.3 M212-04-00060BELT CONVEYOR6,500MT12-04-00061FIRE BRICKS (MAGNEZITE & ALUMINA)5,000TON12-04-00062STEEL APRON FEEDER1UNIT12-04-00063HYDRAULIC COUPLING1212-04-00064BUCKET ELEVATOR300MT8,357pcs/meters 12-04-00065SPARE PART FOR CEMENT MILL INCLUDING(GENERAL DRIVING SHAFT, BEARING FOR ABOVEDRIVING SHAFT , OIL PUMP .12-04-00066STEEL BALLS FOR CEMENT MILL1,500TON12-04-00067GEAR RIM,PINION ,GEAR BOX TYPEDIFF.KZ225,FAN,PAIR OF BEARING BUSHES, COMPLETESUPPORTING ROLLER BEARING,THRUSTROLLER,LOWER BEARING BUSHES ,SAFTEY ROLLER, SHAFT, BOX TYPE FEEDER " HEAVY DUTY", OILGEAR PUMP OF RAW MILL & FOR MAIN DRIVECEMENT MILL, COMPLETE BEARING BUSH FORTRUNION BEARING , CHAIN LINK.12-04-00068CARDS FOR PLC (SUSTATIONAL PLC)DIFF.20012-04-00069THERMOCOUPL PT 100 , INDICATOR FOR BEARINGTEMPRATUR WITH RELAY.12-04-00070CONTROLLER FOR CCR .3212-04-00071HIGH TENSION CIRCUIT BREAKER1412-04-00072CARDS FOR DC KILN DRIVER & GRATE COOLER .3312-04-00073CIRCUIT CONTACTOR FOR STARTER9DIFF.12-04-00074DC MOTOR AND SPARE PARTS FOR KILN DRIVE DCMOTOR .12-04-00075HEAVY DUTY RUBBER HAND ELEVATOR330MT12-04-00076SCREW PUMP FOR FUEL OIL .83012-04-00077HIGH PRESSURE AND LOW PRESSURE PUMP FORMAIN BEARING .12-04-00078ROTARY KILN COOLING ZONE OUTLET RING .2PC12-04-00079CASTINGS DIFF.12-04-00080RAIL WAY FOR CLINKER CONVEYOR MATERIAL (200MTFRECTIONLESS ) ,12-04-00081Cast able250Ton12-04-00082KRAFT PAPER SACKES ( 4 PLY)10,000,00012-04-00083MAGNESITE FIRE BRICKS M GO 80% 3,000TON12-04-00084HIGH ALUMINA FIRE BRICKS AL 203 80% 600TON 12-04-00085CASTABLES200TON 12-04-00086GRINDING STEEL BALLS 500TON 12-04-00087KRAFT PAPER SACKS5,000,000SACKS 12-04-00088PAPER FOR CEMENT BAGS 500TON 12-04-00089RUBBER CONVEYOR BELTS 1,500M12-04-00090BOILERS 212-04-00091CAST STEEL MATRIALS12-04-00092FANS 9800 M3/ MIN 1500 R/ MIN COMPLETE 212-04-00093GENT BOXES FOR CEMENT MILLS212-04-00094GENT BOXES FOR RAW MEAD MILLS112-04-00095KINION PUMP 412-04-00096BIG COMPRESSORS 64M /MIN1012-04-00097REHABILIATION OF CEMENT PLANT3LOT 12-04-00098MAGNESITE BRICK 5,300TON 12-04-00099HIGH ALUMINA BRICK3,382TON 12-04-00100Paper sacks for cement packing 20,000,000SACKS 12-04-00101KRAFT PAPER FOR CEMENT SACK6,000TON 12-04-00102Special glue for paper sacks 25TON 12-04-00103Black ink (Nigrocen )2TON 12-04-00104Red ink (Rodanal )2TON 12-04-00105LOWER SHELL PRODUCTION LINE1NO. 12-04-00106Outer and inner motors for aircondition1,300PCS3,410PCS 12-04-00107Different airconditions compressors 2-30tons800SET 12-04-00108Assembled electrical board for airconditionpackaged type15,000SET 12-04-00109Ckd parts per aircondition window and splittype(compressors,fans, Motors and otherspares)12-04-00110Aluminium ingots pure and silicon150TON 12-04-00111Skd parts per pulbs(tubes,filament,caps and20,000,000PCS leadin wire12-04-00112Glass raw materials per bulbs200TON150TON 12-04-00113Raw material per flourescent tubes(leadglass)3,000,000PCS 12-04-00114Skd parts per flourescent lampsfilament,caps and leadin wire12-04-00115Steel strip in coils 0.5x1000xroll1,000TON 12-04-00116Low carbon st. strip 0.65x1000xroll500TON 12-04-00117Galv. St. sheet 1-3.2 mm200TON 12-04-00118Pre coated st. str. 0.5x1000xroll750TON 12-04-00119poly amide grannules1,000TON1,300TON 12-04-00120GRAIN ORIENTED AND NON ORIENTED SILICONSTEEL12-04-00121COLD ROLLED CARBON STEEL STRIP900TON12-04-00122COPPER WIRE (BARE, ENAMILLED , PAPER600TON INSULATED)12-04-00123COPPER STRIP400TON2,500PCS12-04-00124TAP CHANGERS,CONTROL PANNELS WITH SPAREPARTS12-04-00125BUSHING FOR TRANSFORMERS20,000PCS12-04-00126HOT ROLLED STEEL SHEET500TON12-04-00127ROLLED STEELSHAPES400TON12-04-00128OIL900,000LIT12-04-00129ALUMINIUM INGOT AND STRIP200TON3,000,000PCS12-04-00130SEMI FINISHED PARTS FOR SINGLE AND THREEPHASE METERS12-04-00131COILFOR DISTRBUTION AND POWER TRANSFORMERS900SET12-04-00132ACTIVE PARTS FOR DISTRBUTION AND POWER200PCS12-04-00133WATER PUMPS CAPACITY 200m3/hr - 1000m3/hr60NOS.12-04-00134STEEL SEAMLESS & SEAM PIPES 75mm-600mm100KM12-04-00135VALVE & FLANGES2,141NOS. 12-04-00136WATER TREATMENT R/O UNIT 200m3/hr1UNIT 12-04-00137TIPPER TRUCK (SKD , CBU)150UNIT 12-04-00138BULLDOZER50UNIT 12-04-00139SHOVELS (WEEL LOADER)50UNIT 12-04-00140FORK LIFT (3TON &5TON &10TON)100UNIT 12-04-00141PICKUP (DOUBLE CABIN)200UNIT 12-04-00142STATION WAGON200UNIT 12-04-00143FIRE FIGHTING CAR50UNIT 12-04-00144WATER FIRE FISHTING SYSTEM FOR BUILDING2NOS.12-04-00145KRAFT PAPER FOR CEMENT SACK6,000TON12-04-00146Wood20,000m312-04-00147Furniture cloth20,000m312-04-00148 1 inch pipe sch 10/st-3/-2 1,300Ton12-04-00149 1.5 inch pipe sch 40/st-451,850Ton12-04-00150 2 inch pipe sch 10/st-37-2750Ton12-04-00151Rectangular pipe 60x30x3mm/st-37-22,100Ton12-04-00152040 mm shaft/ck 45700Ton12-04-00153060 mm shaft /ck –45100Ton12-04-00154028 mm shaft /ck –4550Ton12-04-00155025 mm shaft/ ck 45150Ton12-04-00156030 mm shaft / 45100Ton12-04-0015705 mm shaft / ck 4510Ton12-04-00158valves, different types7,500pieces 12-04-00159electrical steel 0,5X1,000XRoll750tons 12-04-00160Fittings as follows:-flanges5,640nos.elbow2,660nos.reducer830nos.plug1,400nos.eq.tee1,440nos.cap560nos.nuts and bolts10,300nos.gasket9,750nos. 12-04-00161200Mtons 12-04-00171seamless pipe for steamboiler42mm,57mm,60mm,63.5 mm(50 Each)12-04-00561Four complete extrusion lines for HDPE/LDPE4units pipes with spare parts12-04-00585expansion turbine ETF 80 NS1pcs。
BOQ without price - ENG
807 807 801 801 801
13.57 27.14 0.00 0.00 0.00 0.00 0.00 407.46 61.12 346.34
801
804-1 804-1 805 804--1
199.80 0.00 26.21 395.64
Construction of Kobuleti Bypass Road km. 12+400~km. 31+259 Bill of Quantities Bill a Unit R x Bridge No. 09 i x Pile integrity test each i m v Measuring test of vertical offset each e r d Removal of damaged concrete on piles heads by jack hammers, loading with excavator and each a transportation to dumpsite z b 3 Concrete leveling layer; C8/10 m e t a Construction of reinforced concrete cross-beam, back wall, wings, supporting bedding and stops r m3 against seismicity; C25/30 m a Installation of reinforced framework ton r m f Installation and dismantling of steel support falsework ton o l u Amount to be returned - scrap ton k a u Amount to be returned - steel ton k a Bituminous insulation for waterproofing with one layer on the surface related to bearing support and b m2 i expansion joint t k Arrangement of cone embankment using water-permeable sand gravel soil by compaction layer100m3 o by-layer n I III. Piers I I r Installation of reinforced concrete bored pile D=1,0m in the soil of category III using casing pipes 3 k m with further removal. Concrete C25/30 i r Installation of reinforced concrete bored pile D=1,0m in the soil of category IV using casing pipes 3 k m with further removal. Concrete C25/30 i a Installation of reinforcement framework ton r m d Loading of the excavated soil with excavator and transportation to dumpsite ton a m Description Quantity
CAT320C电路图-HBC[1].GHA
![CAT320C电路图-HBC[1].GHA](https://img.taocdn.com/s3/m/76d918d1360cba1aa811daa8.png)
Pressure Symbol
Temperature Symbol
Level Symbol
Flow Symbol
Circuit Breaker Symbol
Normally open switch that will close with an increase of a specific condition (temp-press-etc.). The circle indicates that the component has screw terminals and a wire can be disconnected from it. Normally closed switch that will open with an increase of a specific condition. No circle indicates that the wire cannot be disconnected from the component. This indicates that the component has a wire connected to it that is connected to ground.
AA 1 Receptacle 2 Pin or Socket Number
5 2 3 6
Single Wire Connector
Circuit Number Identification
Wire Gauge Plug
1
Ground Connection
200-BK-148ຫໍສະໝຸດ 41 29
Typical representation of a Deutsch connector. The plug contains all sockets and the receptacle contains all pins.
CAT 312B资料
Wire Description
Description
Power Circuits Battery (+) Dome Lamp / Monitor / Radio Back Up Key Sw Alt Output (+) Term. Timer Relay To Engine/Pump Control Main Relay Output Radio / Switch Panel Horn Relay Cab/Chassis Lamp Relay Fan Relay Output Wiper Control / Washer 24V to 12V Converter (Input and Memory) Air Conditioner / Heater Cigar Lighter 24V to 12V Converter (Output) Auto Lubrication Pump Quick Cpler Sw / Seat Htr Sw / Crsh Sol / Atchs Boom Lamp Relay Hyd Lock Sol Relay / Neutral Start Limit Sw Neutral Start Limit Sw To Hyd Lock Sol Relay Lower Wiper Motor / Lower Washer Switch Neut Start Switch To Neut Start Relay Hyd Oil Filter Ind / Refueling Relays 1 and 2 Engine Governor Actuator Fan Aux Ckt Main Breaker Output Aux Ckt Backup EPR Valve Sw Timer Relay Output #2 Power Window (Switch and Control) Ground Circuits Main Chassis Operator Monitor Return Electronic Pump Ctrl Gnd Basic Machine Circuits Starter Relay No. 1 Output Starter Relay Coil To Neut Start SW Key SW To Neut Start SW Main Power Relay Coil / Alt Regulator Term. Start Aid SW To Start Aid Sol Horn Relay Coil To SW Bckp Alarm Lamp Travel Alarm Warning Horn (Forward) Fuel Pump Power Fuel Pump Relay Cut-Out Neut Start Relay Coil Fuel Pump Relay To Switch Monitoring Circuits Engine/Pump Cntrl To Alternator (P) Term. Engine/Pump Cntrl To Oil Pressure Sw Engine/Pump Cntrl To Coolant Level Sw Engine/Pump Cntrl To Air Filter Sw Engine/Pump Cntrl To Hyd Oil Filter Indicator Engine/Pump Cntrl To Hyd Oil Temp Sender Engine/Pump Cntrl To Coolant Temp Sender Engine/Pump Cntrl To Fuel Level Sensor Engine/Pump Cntrl To Hyd Oil Level Sw Engine/Pump Cntrl To Engine Oil Level Sw Accessory Circuits Wiper - Front (Low) Washer - Front Radio Speaker - Left Radio Speaker - Left (Common) Radio Speaker - Right Radio Speaker - Right (Common) A/C Compressor/Refrigerant Pressure SW Thermostat To Refrigerant Press. SW Washer Sw To Wiper Control Wiper - Aux (Park) Wiper - Aux (Low) 763 780 786 788 791 A718 A755 A756 A757 A758 A761 A762 A768 A769 A770 A771 F771 F772 F773 F774 J703 K785 877 954 G973 G974 G975 K904 K905 K906 K907 K909 K911 K912 K997 L908 L909 L968 L969 L970 L971 L972 L974 L975 L976 L977 L978 607 615 616
教学课件：《新核心高职行业英语——机电英语》
Part IV Task-driven Practice
Task Description The whole task is divided into three steps. Step 1 is about briefly introducing yourself, your unique strength and problems. Step 2 centers on talking about your major and related work skills and capabilities. Step 3 is to describe your future job you’re expecting and how to achieve it.
Part IV Task-driven Practice
Expressions used for giving a presentation. Read aloud and try to memorize & use some.
◆Getting people’s attention ① May I have your attention, please? ② Good morning/afternoon, everyone! I’m …from… ③ Ladies and gentlemen, attention please!
——Product Inspection & Certification
❖Unit 7 Have You Ever Heard of G-Marketing?
——Product Advertising & Marketing
❖Unit 8 How Do You Transport Your Goods?
CEB15控制器培训资料
目录Contents1. 系统总览System summary page 31.1. CEB-15/16 系统元件System components page 3 1.2. 电控箱和配线E-Box and wire harness page 31.3. 电控箱各管脚功能Functions of E-Box connector pins page 42. 操作说明Operating description page 52.1. 发动机转速测量Engine speed measurement page 52.2. 发动机转速调整Engine speed adjustment page 52.3. 发动机燃油泵Engine actuator page 52.4. 发动机转速调节Speed regulator (SR) page 62.5. 发动机过载保护Anti stall control (GLR) page 72.6. 标定功能Teach-In function page 82.7. 发动机特性自动漂移校正Automatic drift compensation of engine characteristic page 82.8. 发动机自动怠速功能Auto idle function page 82.9. 精细模式Fine mode page 82.10. 低怠速模式Mode function for low idle page 92.11. 行走驱动功能Propel functions page 92.12. 暖机功能Warmup function page 10 2.13. 过热保护功能（发动机和液压油超温时）Overheating protection for engine and hydraulic oil page 102.14. VD3电流机直流电机位置——在没有转速信号时VD3-Current and DC motor position with no speed sensor signal page 102.15. 故障诊断Diagnosis page 112.16. 挖掘机型号选择Excavator type selection page 113. 系统参数System parameter page 124. 样机调试Commissioning page 13 4.1. 配线检查Wire harness check page 134.2. 标定方法Teach-In handling page 144.3. 标定中的常见问题Teach-In errors page 15 4.4. 标定中断Interruption of Teach-In function page 15 4.5. 液压系统设置检查Check of hydraulic settings for mode page 16附件Summary of enclosures (page 17..20)CEB15电控箱外形图Einbauzeichnung Baggersteuerung CEB-14/..,CEB-15/.. 695 805 6719 直流电机参数、安装图Einbauzeichnung und Kurzspezifikation VDO-Stellglied (2 sheets) 408.422/001/014 CEB15电控箱电路图Circuit diagram CEB-15/16 695 802 60481. 系统概要1. System summeryCEB－15提供如下功能：The excavator control CEB-15/DCM offers the following system functions:-挖掘机作业时的过载保护- Digital anti stall control for digging and propelling for LS hydraulic pumps. -通过电位计设定发动机转速和精细作业模式-Setting of speed and fine mode via potentiometers.--通过直流电机控制发动机转速- Engine speed control via DC motor (VDO)- 自动怠速功能-Auto idle function-自动测试存储发动机转速特性曲线- Automatic learning of engine speed characteristic (service function)-发动机转速漂移的自动补偿-Automatic drift compensation of engine speed-暖机功能- Warmup function-过热保护功能- Overheating limitation of hydraulic oil and engine via temperature switches. - 故障诊断功能-Diagnosis via GLR lamp- 最多可存储16种挖掘机的系统参数-16 different parameter sets1.1.CEB-15/16 系统构成1.1. CEB-15/16 System components1.2. E-box 及配线1.2. E-Box and wire-harnessLinde挖掘机控制器CEB-15/16 集成在一个工程塑料盒中，通过一个25针插头与整个系统相联（插针具体说明见电路图695 802 6040）The LINDE excavator control CEB-15/16 is integrated into a plastic housing and is connected via a 25-pole automotive connector (see X1 in the circuit diagram 695 802 6040).建议安装在驾驶室内，安装尺寸见图: 695 805 6719。
Parker的接头和管件的选型手册
Applications requiring the ParLock system
• Hydrostatic transmissions (combine harvesters, large tractors, excavators, etc.)
• Vibratory hammers
• Large injection moulding machines
Parker’s colour-coded die sets No loose parts to mismatch or misplace – die set segments linked together. Die sets provide 360° evenly applied crimping forces for an ideal crimp result.
Technical Handbook
Parkrimp No-Skive and ParLock System
Along with the ever-growing power and efficiency of construction, agriculture and other machinery and increasing working pressures and flow
The perfect match The complete system from one source. No-Skive hose, No-Skive fitting and crimping machine with world-wide guarantee and availability.
Parkalign® Parker’s exclusive Parkalign® positions the fitting in the dies perfectly every time.