This document provides information on Mitsubishi Electric elevators, including their green technologies and features that promote efficient use of energy and space. Key points include:
- Mitsubishi elevators use regenerative converters and permanent magnet motors to reduce energy consumption and enable power regeneration. Compact machine rooms also maximize building space usage.
- Variable speed operation allows elevators to travel faster with fewer passengers to reduce wait and travel times. Group control systems optimize car allocation through AI and destination information.
- Features such as compact permanent magnet traction machines and control panels minimize machine room size to the hoistway area, allowing more efficient building design.
This document discusses various structural systems and design considerations for high-rise buildings. It covers core types and placements, structural systems like diagrid, tube structures and load-bearing walls. It also discusses services like parking layouts, elevator types and criteria, mechanical systems, and considerations for wind loads and natural ventilation challenges in tall buildings.
The lecture is in support of:
(1) The Vertical Building Structure (Van Nostrand Reinhold 1990), 658pp.
(2) The Design of Building Structures (Vol.1, Vol. 2), rev. ed., PDF eBook by Wolfgang Schueller, 2016: last chapter
(3) Building Support Structures, Analysis and Design with SAP2000 Software, 2nd ed., eBook by Wolfgang Schueller. The SAP2000V15 Examples and Problems SDB files are available on the Computers & Structures, Inc. (CSI) website: http://www.csiamerica.com/go/schueller
This document provides information about space frames, cable structures, and folded plate structures. It defines a space frame as a truss-like, lightweight rigid structure constructed from interlocking struts in a geometric pattern. Space frames can span large areas with few interior supports. Folded plates are assemblies of flat plates rigidly connected along their edges to form a structural system without additional beams. Cable structures derive their strength from tension forces in the cables rather than from bending or compression. Common cable structures include suspension bridges, cable-stayed bridges, and cable-supported roofs.
The document discusses different types of vertical structural systems used in tall buildings to resist gravity and lateral loads. It describes systems such as shear walls, braced frames, rigid frames, core and frame structures, and their ability to resist overturning moments, lateral forces from wind and earthquakes, and sway. Examples of real buildings using different systems are provided.
Digibury: Kate Kneale and Zara McKenzie - Dark matter, DNA and terrorismLizzie Hodgson
An introduction to the development of interactive media for use in public spaces, drawing on Marine Studios' present work on a new Climate Change gallery for the Singapore Science Centre, the refurbishment of the Hong Kong Space Museum as well as smaller UK projects.
The document discusses different building structural systems. It describes structural systems as assemblages of components that transfer loads through members to provide stability and durability. Some key structural systems discussed include wall bearing systems, skeleton systems using beams and columns, frame systems, truss systems, arch systems, shell systems, tent systems, and cable systems. Each system is defined and examples are provided.
This document discusses structural design considerations for bridges and culverts. It covers types of bridges selected based on span length and economics. It also discusses loads on bridges including dead load, live load, impact load, wind load, and other factors. The document provides details on solid slab bridges, girder bridges, and truss bridges. It also covers design of box culverts.
Peneumatik adalah struktur benytang lebar yang bentuknya sangat unik dan menarik. Struktur yang mendistribusikan beban dengan
tekanan udara melalui membran
▪ Prinsip kerja : udara bertekanan secara merata
menekan membran untuk menyalurkan beban
▪ Ada dua bentuk dasar dari struktur
pneumatik, yaitu :
▪ Air suported
▪ Air infalted
AIR SUPORTED
• Kondisi beban
– Beban mati : berat dari membran itu sendiri
– Beban hidup : salju, angin, gempa
• Akses ke dalam bangunan
– Bagaimana agar udara dalam ruangan tetap
terjaga ?
– Arus manusia keluar masuk yang ramai
mengakibatkan berkurangnya tekanan udara di
dalamnya.
– Solusi
• Air locks
• Air curtains
• Revolving doors
• Permasalahan deflasi
– Kekurangan udara atau membran yang bocor
– Tidak bekerjanya mesin pemompa udara
– Beban hidup dari salju dan angin
• Life-cycle cost
– Biaya yang digunakan untuk operasi dan
perawatan melebihi biaya konstruksi
AIR-INFLATED
• Tidak seperti air suported yang menekan
ruangan, air inflated menekan elemen
bangunan yang membentuk penutup
bangunan
Berdasarkan buku Sistem Bentuk Struktur Bangunan (Frick, 1998
: 28), pengertian struktur bila dilihat dari fungsinya merupakan aturan
yang mendayagunakan hubungan antara konstruksi dan bentuk
Struktur berpengaruh pada teknik dan estetika. Struktur bila dilihat
dari segi teknik berpengaruh pada kekuatan gedung terhadap
pengaruh luar dan pengaruh dari beban bangunannya sendiri yang
dapat mengakibatkan perubahan bentuk atau robohnya bangunan.
Sedangkan estetika dilihat dari segi keindahan gedung secara
integral dan kualitas arsitektural
This document discusses various structural systems and design considerations for high-rise buildings. It covers core types and placements, structural systems like diagrid, tube structures and load-bearing walls. It also discusses services like parking layouts, elevator types and criteria, mechanical systems, and considerations for wind loads and natural ventilation challenges in tall buildings.
The lecture is in support of:
(1) The Vertical Building Structure (Van Nostrand Reinhold 1990), 658pp.
(2) The Design of Building Structures (Vol.1, Vol. 2), rev. ed., PDF eBook by Wolfgang Schueller, 2016: last chapter
(3) Building Support Structures, Analysis and Design with SAP2000 Software, 2nd ed., eBook by Wolfgang Schueller. The SAP2000V15 Examples and Problems SDB files are available on the Computers & Structures, Inc. (CSI) website: http://www.csiamerica.com/go/schueller
This document provides information about space frames, cable structures, and folded plate structures. It defines a space frame as a truss-like, lightweight rigid structure constructed from interlocking struts in a geometric pattern. Space frames can span large areas with few interior supports. Folded plates are assemblies of flat plates rigidly connected along their edges to form a structural system without additional beams. Cable structures derive their strength from tension forces in the cables rather than from bending or compression. Common cable structures include suspension bridges, cable-stayed bridges, and cable-supported roofs.
The document discusses different types of vertical structural systems used in tall buildings to resist gravity and lateral loads. It describes systems such as shear walls, braced frames, rigid frames, core and frame structures, and their ability to resist overturning moments, lateral forces from wind and earthquakes, and sway. Examples of real buildings using different systems are provided.
Digibury: Kate Kneale and Zara McKenzie - Dark matter, DNA and terrorismLizzie Hodgson
An introduction to the development of interactive media for use in public spaces, drawing on Marine Studios' present work on a new Climate Change gallery for the Singapore Science Centre, the refurbishment of the Hong Kong Space Museum as well as smaller UK projects.
The document discusses different building structural systems. It describes structural systems as assemblages of components that transfer loads through members to provide stability and durability. Some key structural systems discussed include wall bearing systems, skeleton systems using beams and columns, frame systems, truss systems, arch systems, shell systems, tent systems, and cable systems. Each system is defined and examples are provided.
This document discusses structural design considerations for bridges and culverts. It covers types of bridges selected based on span length and economics. It also discusses loads on bridges including dead load, live load, impact load, wind load, and other factors. The document provides details on solid slab bridges, girder bridges, and truss bridges. It also covers design of box culverts.
Peneumatik adalah struktur benytang lebar yang bentuknya sangat unik dan menarik. Struktur yang mendistribusikan beban dengan
tekanan udara melalui membran
▪ Prinsip kerja : udara bertekanan secara merata
menekan membran untuk menyalurkan beban
▪ Ada dua bentuk dasar dari struktur
pneumatik, yaitu :
▪ Air suported
▪ Air infalted
AIR SUPORTED
• Kondisi beban
– Beban mati : berat dari membran itu sendiri
– Beban hidup : salju, angin, gempa
• Akses ke dalam bangunan
– Bagaimana agar udara dalam ruangan tetap
terjaga ?
– Arus manusia keluar masuk yang ramai
mengakibatkan berkurangnya tekanan udara di
dalamnya.
– Solusi
• Air locks
• Air curtains
• Revolving doors
• Permasalahan deflasi
– Kekurangan udara atau membran yang bocor
– Tidak bekerjanya mesin pemompa udara
– Beban hidup dari salju dan angin
• Life-cycle cost
– Biaya yang digunakan untuk operasi dan
perawatan melebihi biaya konstruksi
AIR-INFLATED
• Tidak seperti air suported yang menekan
ruangan, air inflated menekan elemen
bangunan yang membentuk penutup
bangunan
Berdasarkan buku Sistem Bentuk Struktur Bangunan (Frick, 1998
: 28), pengertian struktur bila dilihat dari fungsinya merupakan aturan
yang mendayagunakan hubungan antara konstruksi dan bentuk
Struktur berpengaruh pada teknik dan estetika. Struktur bila dilihat
dari segi teknik berpengaruh pada kekuatan gedung terhadap
pengaruh luar dan pengaruh dari beban bangunannya sendiri yang
dapat mengakibatkan perubahan bentuk atau robohnya bangunan.
Sedangkan estetika dilihat dari segi keindahan gedung secara
integral dan kualitas arsitektural
Deep foundations are used when the bearing stratum is located at a significant depth below the surface. The most common types of deep foundations are pile foundations, cofferdams, and caisson foundations. Pile foundations support structures using vertical piles that transfer loads either through end bearing or skin friction. Piles can be made of timber, concrete, steel, or a composite. Cofferdams are temporary structures used to exclude water from a construction site to allow work below the water level. Common types include earthfill, rockfill, single-walled, and cellular cofferdams. Caissons are watertight structures that become part of the permanent foundation. Types are open caissons, box caissons
The document discusses different types of foundations used to transmit the load of a building to the underlying soil. It describes shallow foundations such as wall footings, isolated column footings, and combined footings. Deep foundations including pile foundations, well foundations using caissons and cofferdams, are also summarized. Specific foundation types are defined, like mat/raft foundations used for soft soils, and grillage foundations for supporting high-rise steel structures.
The document outlines key design criteria for high-rise buildings, including:
1. Limit states design philosophy to ensure structures can withstand worst case loads during construction and usage with an acceptable probability of failure.
2. Consideration of construction sequencing and methods to allow for rapid erection given the large capital costs of high-rise projects.
3. Accounting for all expected gravitational and lateral loads over the building's lifetime, including combinations of dead, live, wind and earthquake loads.
This document discusses alternatives to traditional load-bearing and non-load bearing walls for construction. It describes compressed agricultural fiber (straw) walls, insulated concrete walls, and rammed earth walls as sustainable alternatives. Compressed agricultural fiber walls are made from straw, which is fire and pest resistant as well as biodegradable. Insulated concrete walls use expanded polystyrene forms filled with concrete and rebar. Rammed earth walls are constructed by compacting local soil, cement, and sand into forms to create very thick, thermally massive walls. The document encourages exploring sustainable building materials and techniques to address global housing needs and environmental challenges.
Model Building Bye Laws,
Pre-requisite,
Terminology,
necessity of Bye-laws,
objects of Bye-laws,
importance of bye-laws,
applicability of bye-laws, functions of local authority,
effective implementation,
set-back, FSI
Light plane,
Building line,
margins in plot area,
front-side and rear margins,
Built-up area,
Carpet area,
super built-up,
bye-laws -basement,
bye-laws- mezzanine floor,
RERA,
The document discusses load bearing walls and their characteristics. It defines load bearing walls as walls that support the weight of structural components of a building, like trusses. It lists different types of load bearing walls, including those made of cement, solid concrete blocks, and as fire barriers. It describes the functional requirements of load bearing walls like resisting damp penetration, providing thermal insulation and strength. It contrasts load bearing walls with non-load bearing walls and discusses defects that can occur in load bearing walls.
Definition,
functions,
types of foundations,
foundation loads,
selection criteria for foundations based on soil conditions,
bearing capacity of soil,
methods of testing,
method of improving bearing capacity of soil,
settlement of foundations,
precautions against settlement,
shallow and deep foundations,
different types of foundations – wall footing (strip footing), isolated footing, combined footing, raft foundation, pile foundation etc.
The slide about sustainable of green building on design efficiency and the effect to human society, world and health. The content also support United Nation sustainable goal and carry unethical problem and suggestion to overcome.
Structural system of Buildings(sub-structure+ super structure)Kaiserin Tania
The document summarizes the structural system of buildings, focusing on foundations and substructures. It defines foundations as the part of the structure that transfers loads from the building to the soil. Substructures are the parts of buildings located underground, transferring loads from the superstructure above ground to the soil. There are different types of shallow foundations, including spread footings, wall footings, combined footings, and raft/mat foundations, as well as deep pile foundations, classified based on function, materials, and installation methods. Foundations are designed according to soil conditions and building loads to distribute weight effectively while preventing settlement.
SECONDARY DATA CASE STUDY: SATOLAS STATION LYON ST. EXUPERY, FRANCE SuruchiSharma58
A Secondary data case study of Lyon St. Exupery Station designed by Ar. Santiago Calatrava. The case study describes the sections of the project, the concourse, the station platforms and the details of the central roofing of the concourse.
Escalators are moving staircases that transport people between floors using a continuous loop of steps. They consist of metal tracks and steps linked together in an endless chain that moves up or down. Escalators are commonly used in places like airports, malls, and transit systems where elevators would be impractical. They are designed based on factors like the distance to be traveled, location, traffic patterns, and safety considerations. Key components include the landing platforms, floor plate, comb plate, steps, handrails, tracks, and the truss that connects the top and bottom platforms. Escalators help move large numbers of people continuously but can also pose safety risks if not properly maintained.
This document provides three thumb rules for column placement in building design:
1. The minimum column size should be 9"x9" for a single-story structure and 12"x9" for a 1.5-story structure, using appropriate concrete grades. Larger column sizes are needed for greater distances between columns or additional floors.
2. The distance between column centers should not exceed 4m for 9"x9" columns, and larger column sizes are needed to allow for greater distances.
3. Columns should be arranged in a rectangular grid or circular pattern, not zigzag, to avoid structural issues in load transfer, wall construction, and beam placement. Following these thumb rules can help prevent mistakes in structural
Estimation and costing of a commercial buildinglckr117
This document provides information on estimating and costing for a commercial building project. It defines estimation as calculating expected expenditures for a project based on drawings, specifications, and schedule of rates. Estimates are needed to determine feasibility, invite tenders, control costs, and ensure funds are sufficient. The estimate preparation involves detailed measurements, unit rates, and an abstract of costs. Reinforced concrete, electrification, and sanitary works are also discussed in terms of estimating quantities and rates.
Modern construction formworks:-
1. Aluminium formwork
2. Precast system
3.Modular formwork
4.Tunnel formwork
5.Fiberglass shuttering
Description of each formwork with their advantages and disadvantages
mat/raft footing, combined footing, details of steel in construction, footing, foundation, building construction, lightning and construction, ppt on design of construction, shallow foundation, deep foundation, strap footing, pair foundation, pile foundation, well foundation, squire foundation, depth of foundation, advantage of foundation
Steel structures are made from combinations of structural steel members designed to carry loads and provide rigidity. Common steel structures include buildings, bridges, and towers. Steel comes in various grades depending on carbon content, including low carbon steel (mild steel), medium carbon steel, and high carbon steel. Steel structures offer advantages like strength, light weight, and ease of fabrication but require maintenance to prevent corrosion. Common steel sections used in construction include I-beams, channels, angles, and hollow sections. Connections between steel members can be welded, bolted, or riveted.
The document discusses L-beams, which are floor beams that have slabs on only one side. L-beams are common in reinforced concrete structures and experience bending moment, shear force, and torsional moment from one-sided loading. The effective width of an L-beam flange is calculated according to code recommendations based on factors like beam spacing and length. Design of L-beams involves determining the flange width, selecting a beam depth, checking moment of resistance, and adding reinforcement as needed to resist bending and shear loads.
Thang máy Nexway S - Thang máy chở khách tốc độ cao của hãng Mitsubishi đã chiếm được một thị phần đáng kể trong nước và quốc tế. Đó là nhờ vào những ưu điểm nổi bật và lợi ích mà dòng thang máy nhập khẩu cao cấp này mang lại phục vụ đời sống con người.
Product Nexiez MRL là loại thang không phòng máy. Thang máy chở khách sử dụng trong các tòa nhà cao tầng, khách sạn, trung tâm thương mại, khu căn hộ, bệnh viện, nhà riêng…
Deep foundations are used when the bearing stratum is located at a significant depth below the surface. The most common types of deep foundations are pile foundations, cofferdams, and caisson foundations. Pile foundations support structures using vertical piles that transfer loads either through end bearing or skin friction. Piles can be made of timber, concrete, steel, or a composite. Cofferdams are temporary structures used to exclude water from a construction site to allow work below the water level. Common types include earthfill, rockfill, single-walled, and cellular cofferdams. Caissons are watertight structures that become part of the permanent foundation. Types are open caissons, box caissons
The document discusses different types of foundations used to transmit the load of a building to the underlying soil. It describes shallow foundations such as wall footings, isolated column footings, and combined footings. Deep foundations including pile foundations, well foundations using caissons and cofferdams, are also summarized. Specific foundation types are defined, like mat/raft foundations used for soft soils, and grillage foundations for supporting high-rise steel structures.
The document outlines key design criteria for high-rise buildings, including:
1. Limit states design philosophy to ensure structures can withstand worst case loads during construction and usage with an acceptable probability of failure.
2. Consideration of construction sequencing and methods to allow for rapid erection given the large capital costs of high-rise projects.
3. Accounting for all expected gravitational and lateral loads over the building's lifetime, including combinations of dead, live, wind and earthquake loads.
This document discusses alternatives to traditional load-bearing and non-load bearing walls for construction. It describes compressed agricultural fiber (straw) walls, insulated concrete walls, and rammed earth walls as sustainable alternatives. Compressed agricultural fiber walls are made from straw, which is fire and pest resistant as well as biodegradable. Insulated concrete walls use expanded polystyrene forms filled with concrete and rebar. Rammed earth walls are constructed by compacting local soil, cement, and sand into forms to create very thick, thermally massive walls. The document encourages exploring sustainable building materials and techniques to address global housing needs and environmental challenges.
Model Building Bye Laws,
Pre-requisite,
Terminology,
necessity of Bye-laws,
objects of Bye-laws,
importance of bye-laws,
applicability of bye-laws, functions of local authority,
effective implementation,
set-back, FSI
Light plane,
Building line,
margins in plot area,
front-side and rear margins,
Built-up area,
Carpet area,
super built-up,
bye-laws -basement,
bye-laws- mezzanine floor,
RERA,
The document discusses load bearing walls and their characteristics. It defines load bearing walls as walls that support the weight of structural components of a building, like trusses. It lists different types of load bearing walls, including those made of cement, solid concrete blocks, and as fire barriers. It describes the functional requirements of load bearing walls like resisting damp penetration, providing thermal insulation and strength. It contrasts load bearing walls with non-load bearing walls and discusses defects that can occur in load bearing walls.
Definition,
functions,
types of foundations,
foundation loads,
selection criteria for foundations based on soil conditions,
bearing capacity of soil,
methods of testing,
method of improving bearing capacity of soil,
settlement of foundations,
precautions against settlement,
shallow and deep foundations,
different types of foundations – wall footing (strip footing), isolated footing, combined footing, raft foundation, pile foundation etc.
The slide about sustainable of green building on design efficiency and the effect to human society, world and health. The content also support United Nation sustainable goal and carry unethical problem and suggestion to overcome.
Structural system of Buildings(sub-structure+ super structure)Kaiserin Tania
The document summarizes the structural system of buildings, focusing on foundations and substructures. It defines foundations as the part of the structure that transfers loads from the building to the soil. Substructures are the parts of buildings located underground, transferring loads from the superstructure above ground to the soil. There are different types of shallow foundations, including spread footings, wall footings, combined footings, and raft/mat foundations, as well as deep pile foundations, classified based on function, materials, and installation methods. Foundations are designed according to soil conditions and building loads to distribute weight effectively while preventing settlement.
SECONDARY DATA CASE STUDY: SATOLAS STATION LYON ST. EXUPERY, FRANCE SuruchiSharma58
A Secondary data case study of Lyon St. Exupery Station designed by Ar. Santiago Calatrava. The case study describes the sections of the project, the concourse, the station platforms and the details of the central roofing of the concourse.
Escalators are moving staircases that transport people between floors using a continuous loop of steps. They consist of metal tracks and steps linked together in an endless chain that moves up or down. Escalators are commonly used in places like airports, malls, and transit systems where elevators would be impractical. They are designed based on factors like the distance to be traveled, location, traffic patterns, and safety considerations. Key components include the landing platforms, floor plate, comb plate, steps, handrails, tracks, and the truss that connects the top and bottom platforms. Escalators help move large numbers of people continuously but can also pose safety risks if not properly maintained.
This document provides three thumb rules for column placement in building design:
1. The minimum column size should be 9"x9" for a single-story structure and 12"x9" for a 1.5-story structure, using appropriate concrete grades. Larger column sizes are needed for greater distances between columns or additional floors.
2. The distance between column centers should not exceed 4m for 9"x9" columns, and larger column sizes are needed to allow for greater distances.
3. Columns should be arranged in a rectangular grid or circular pattern, not zigzag, to avoid structural issues in load transfer, wall construction, and beam placement. Following these thumb rules can help prevent mistakes in structural
Estimation and costing of a commercial buildinglckr117
This document provides information on estimating and costing for a commercial building project. It defines estimation as calculating expected expenditures for a project based on drawings, specifications, and schedule of rates. Estimates are needed to determine feasibility, invite tenders, control costs, and ensure funds are sufficient. The estimate preparation involves detailed measurements, unit rates, and an abstract of costs. Reinforced concrete, electrification, and sanitary works are also discussed in terms of estimating quantities and rates.
Modern construction formworks:-
1. Aluminium formwork
2. Precast system
3.Modular formwork
4.Tunnel formwork
5.Fiberglass shuttering
Description of each formwork with their advantages and disadvantages
mat/raft footing, combined footing, details of steel in construction, footing, foundation, building construction, lightning and construction, ppt on design of construction, shallow foundation, deep foundation, strap footing, pair foundation, pile foundation, well foundation, squire foundation, depth of foundation, advantage of foundation
Steel structures are made from combinations of structural steel members designed to carry loads and provide rigidity. Common steel structures include buildings, bridges, and towers. Steel comes in various grades depending on carbon content, including low carbon steel (mild steel), medium carbon steel, and high carbon steel. Steel structures offer advantages like strength, light weight, and ease of fabrication but require maintenance to prevent corrosion. Common steel sections used in construction include I-beams, channels, angles, and hollow sections. Connections between steel members can be welded, bolted, or riveted.
The document discusses L-beams, which are floor beams that have slabs on only one side. L-beams are common in reinforced concrete structures and experience bending moment, shear force, and torsional moment from one-sided loading. The effective width of an L-beam flange is calculated according to code recommendations based on factors like beam spacing and length. Design of L-beams involves determining the flange width, selecting a beam depth, checking moment of resistance, and adding reinforcement as needed to resist bending and shear loads.
Thang máy Nexway S - Thang máy chở khách tốc độ cao của hãng Mitsubishi đã chiếm được một thị phần đáng kể trong nước và quốc tế. Đó là nhờ vào những ưu điểm nổi bật và lợi ích mà dòng thang máy nhập khẩu cao cấp này mang lại phục vụ đời sống con người.
Product Nexiez MRL là loại thang không phòng máy. Thang máy chở khách sử dụng trong các tòa nhà cao tầng, khách sạn, trung tâm thương mại, khu căn hộ, bệnh viện, nhà riêng…
This document provides information on Mitsubishi Electric's NEXIEZ-MRL machine-room-less elevators. Key details include:
- The elevators use innovative technologies to be highly efficient and eco-friendly, reducing energy consumption and environmental impact.
- Features like regenerative converters, LED lighting, and allocation control systems work to maximize efficiency and minimize energy use.
- Variable speed operation and destination oriented allocation can reduce waiting and travel times for passengers.
- Comprehensive safety systems like emergency power operation and seismic sensors ensure passenger safety during emergencies.
The document provides information about Mitsubishi Electric passenger elevators, including their specifications, features, and green technology. Some key points:
- The elevators come in various load capacities from 1800kg to 2500kg.
- Mitsubishi focuses on quality, efficiency, safety, and sustainability. Their elevators use advanced technologies to reduce environmental impact and use energy efficiently.
- Features include regenerative converters to feed power back to buildings, permanent magnet motors for improved efficiency, and automatic lighting/fan shut-off to save energy.
Đối tượng khách hàng của NEXIEZ-MR đa dạng từ khách sạn, trung tâm thương mại, bệnh viện, nhà tư nhân, đến các tòa cao ốc trung tầng, cao tầng sử dụng cho nhiều mục đích khác nhau…
Thang máy công nghệ tiên tiến tiêu hao ít năng lượng, hầu như không ảnh hưởng tới môi trường, phục vụ con người và các tòa nhà một cách hài hòa với sự vận hành trơn tru và êm ái.
Mitsubishi Electric has been a leader in vertical transportation since 1931. It created the world's first spiral escalator and elevator group control systems using artificial intelligence. Mitsubishi Electric products are known for their high quality, reliability, and safety, earning trust with building owners globally. The company strives to be environmentally friendly throughout the lifecycle of its elevators and escalators by introducing efficient technologies and reducing energy consumption. Mitsubishi Electric can customize high-speed elevators to meet the needs of diverse applications such as offices, hotels, and shopping centers.
This document discusses the features of the TCM FB-VIII Series electric forklift. It highlights the forklift's enhanced environmental friendliness through lower power consumption and longer battery charge times. It also notes the improved operator comfort and safety features, such as ergonomic seating and controls, anti-rollback brakes, and a speed limiter. The document provides details on the forklift's specifications, performance stats, and various optional features.
This document provides information on Toshiba Elevator and Building Systems Corporation and their new high-speed elevator model, the New ELBRIGHT. The 3-page document includes sections on Toshiba's technology, safety functions, energy saving features, car designs for different applications, hall designs, functions, specifications, and their global network. It describes the New ELBRIGHT's permanent magnet synchronous motor and compact control panel that saves space. Safety functions discussed include car door locking, uncontrolled car movement protection, and overspeed protection. The document also mentions energy saving features like regenerative braking and LED lighting.
This document provides information on several automated parking systems from Swiss Parking Systems, including the PCY Platform-lift Parking System, PPY Shuttle-lift Parking System, PXD Stacker-Cranes Parking System, PCS Tower Parking System, semi-automated parking systems, PSH Lifts with Sliding Pallets System, PCX Vertical Paternoster Parking System, and PJS Parking Lift System. For each system, specifications such as maximum parking levels, vehicle capacity, dimensions, retrieval times, and energy consumption are listed.
1) The document discusses Mitsubishi forklifts and their features, including their performance, comfort, safety, and environmental friendliness.
2) Key features highlighted include excellent operator comfort, top-class lifting and driving performance, low noise and vibration levels, good visibility, and active safety systems like mast/travel interlocks and monitoring systems.
3) Mitsubishi forklifts are designed to be highly productive while also friendly to operators and the environment.
Bombardier provides energy saving technologies for trains that can reduce energy consumption by up to 50%. These technologies include aerodynamic train design optimizations to reduce resistance, energy recovery systems, lighting weight bogies, and driver assistance systems to optimize energy usage. Bombardier has implemented these technologies successfully for many customers worldwide.
Irish Constuction Industry Magazine_Sept_2008_Cost Model_LiftsDavid Hughes
This document provides cost information for various lift and escalator solutions, including:
- Costs for machine roomless traction lifts can range from €34,000 for an 8 person lift to €118,000 for a 16 person lift depending on speed and number of stops.
- Platform/disabled lifts cost between €23,000-€27,000 depending on speed and number of stops.
- Optional extras for lifts like group control and fire features add €4,000-€16,000.
- Escalator costs are €70,000-€85,000 depending on height and angle.
It also notes that full costs depend on the project specification and that shaft construction
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Catalog thang máy gia đình Hitachi SVC
Tải trọng (kg) 200 ‐ 300
Tốc độ định mức (m/giây) 0.3
Số điểm dừng tối đa 5
Hành trình di chuyển tối đa (m) 13
Xuất xứ Nhật Bản
Loại thang có phòng máy
Tải trọng (kg): 450 - 2000
Tốc độ định mức (m/giây): 1.0 - 3.0
Số điểm dừng tối đa: 48
Hành trình di chuyển tối đa (m) :150
Xuất xứ Trung Quốc
Loại thang không phòng máy:
Tải trọng (kg) 630 - 2000
Tốc độ định mức (m/giây) 1.0 - 2.5
Số điểm dừng tối đa 36
Hành trình di chuyển tối đa (m) 120
Xuất xứ Thái Lan
Là loại thang không phòng máy:
Tải trọng (kg) 630 - 1600
Tốc độ định mức (m/giây) 1.0 - 1.75
Số điểm dừng tối đa 24
Hành trình di chuyển tối đa (m) 80
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2. Based on our policy, “Quality in Motion”,
we provide elevators and escalators that will
satisfy our customers with high levels of
comfort, efficiency, ecology and safety.
Principle
We strive to be green in all of
our business activities.
We take every action to reduce environmental
burden during each process of our elevators’
and escalators’ lifecycle.
1 2
Contents
Variable Traveling Speed Elevator System
Group Control
5–6
9–10
Compact Machine Room
Green Technology 3–4
Efficiently using resources and minimizing environmental burden
through leading-edge technologies.
An elevator that travels faster according to the number of passengers,
reducing waiting and traveling time.
The machine room area is the same as that of a hoistway,
maximizing available space in the building.
Advanced group control systems enhance transport efficiency and
reduce passenger waiting time through optimum car allocation.
7–8
Our
Glo
bal
Sta
nda
rds
for
Com
pac
t
Ma
chin
e
Roo
m
Elev
ato
rs
Application
450 630 750 900 1050 1200 1350 1600 1800 2025 2250 2500 (kg)
0.75
1.0
1.6
1.75
2.0
2.5
3.0
3.5
(m/sec)
Note: The applicable range of the rated capacity may differ depending on the manufacturing factory, please consult
our local agents for details.
Standard Design 11
Features 12–14
Basic Specifications 15–20
Important Information on Elevator Planning 21–22
3. SUSTAINABLE ENERGY USE
Efficient use of power
Elevators usually travel using power from a power supply
(powered operation); however, when they travel down with
a heavy car load or up with a light car load (regenerative
operation), the traction machine functions as a power
generator. Although the power generated during traction
machine operation is usually dissipated as heat, the
Regenerative Converter transmits the power back to the
distribution transformer and feeds it into the electrical
network in the building along with electricity from the
power supply. Compared to the same type of elevator
without a regenerative converter, this system provides an
energy-saving effect of up to 35%. (Reduction in CO2
emissions: 1400 kg/year)
In addition, the regenerative converter has the effect of
decreasing harmonic currents.
Mitsubishi Electric’s leading-edge technologies have made it possible for elevators to conserve energy. Our Regenerative
Converter makes the most of power generated by the traction machine. Additionally, thanks to the joint-lapped core in
permanent magnet (PM) motor and energy-saving features, the elevators use energy more wisely and efficiently.
Curbing energy consumption
Mitsubishi Electric offers features that help to reduce the
energy consumption of elevators.
Energy-saving Operation
– Number of Cars (ESO-N) (Optional for ΣAI-22)
The number of service cars is automatically reduced to
some extent without affecting passenger waiting time.
Energy-saving Operation
– Allocation Control (ESO-W) (ΣAI-2200C only)
Based on each elevator’s potential energy consumption,
the system selects the elevator that best balances
operational efficiency and energy consumption.
Car Light/Fan Shut Off
– Automatic (CLO-A/CFO-A)
The car lighting/ventilation fan is automatically turned
off if there are no calls for a specified period.
Smaller carbon footprint
The joint-lapped core built in the PM motor of the
traction machine features flexible joints. The iron core
can be like a hinge, which allows coils to be wound
around the core more densely, resulting in improved
motor efficiency and compactness. High-density
magnetic field is produced, enabling lower use of
energy and resources and reduced CO2 emissions.
Powered operation Regenerative operation
Motor
Control panel &
regenerative
converter
Motor
Control panel &
regenerative
converter
Distribution transformer
Power supply
Distribution transformer
Power supply
3 4
Regenerative Converter (Optional)
Joint-lapped Core in Permanent
Magnet (PM) Motor
Energy-saving Features
Green Technology
4. Variable Traveling Speed Elevator System (VSE) (Optional)*
5 6
TIME-SAVING
With Mitsubishi Electric’s industry-first Variable Traveling Speed Elevator System, an elevator can
travel faster than its rated speed according to the number of passengers, ultimately reducing waiting
and traveling time.
Note: *The Variable Traveling Speed Elevator System is applicable to elevators with rated speeds of 1.6m/sec, 1.75m/sec and 2.0m/sec
and the rated capacity of 750kg to 1350kg.
*The screen design for rapid mode differs slightly depending on car operating panel type.
The Variable Traveling Speed Elevator System allows
elevators to travel faster than their rated speed
depending on the number of passengers in the car
(rapid mode). When the weight is well-balanced
between the car and the counter-weight, the traction
machine does not need its full power to make the
elevator travel at the rated speed.
Thus, utilizing the unused power of the traction
machine, the elevator can travel faster. Its efficient
transport reduces frustratingly long waiting and
traveling time. VSE is a solution for users seeking
time-savings in elevator travel.
Car load
Rated
speed
0% 50% 100%
1.6m/sec
1.75m/sec
2.0m/sec
1.6m/sec
[1 person]
1.75m/sec
[1 person]
1.6m/sec
[12-14 persons]
1.75m/sec
[12-14 persons]
2.0m/sec
[2-4 persons]
2.5m/sec
[5-9 persons]
2.0m/sec
[10-11 persons]
2.0m/sec
[1-2 persons]
2.5m/sec
[3-10 persons]
2.0m/sec
[11-14 persons]
Maximum Speed and Car Load
[Number of passengers in the car when the maximum number of passengers is 14.]
*The above diagram shows VSE system of elevator with the rated speed 1.6m/sec.
Traveling speed
(m/sec)
The elevator travels faster than the rated speed when the weight
difference between the car and the counterweight is small.
During the operation, the LCD display shows RAPID MODE.
2.5
2.0
1.6
2.5m/sec
1.6m/sec (Rated speed) 1.6m/sec (Rated speed)
100
Car load (%)
0 50
Variable Traveling Speed
Elevator System
1.6m/sec
According to Mitsubishi Electric’s simulation, waiting time can be reduced
up to approximately 12% when VSE is applied.
Waiting Time Reduction
2.0m/sec 2.5m/sec
VSE (1.6, 2.0, 2.5m/sec)
Rated speed (1.6m/sec)
12% Reduction
Waiting time
reduction
1.6m/sec
Traveling time can be reduced by approximately 25% when the elevator
travels from the bottom to the top floor directly under rapid mode in VSE.
(Conditions)
Travel: 36m, Floor height: 4.0m, 10 floors, Car load: 50%
Traveling Time Reduction
25% Reduction
Rated speed (1.6m/sec)
VSE (2.5m/sec)
Traveling time
reduction
1.6m/sec
2.5m/sec
5. Compact PM Gearless Traction Machine Compact Control Panel
7 8
SPACE-SAVING
Through the development of the Compact Gearless Traction Machine and Compact Control Panel,
Mitsubishi Electric has successfully reduced the machine room area to that of hoistway*1, where the
machine room used to require an area twice as large as that of hoistway. It offers the most advanced
elevator features without requiring a large machine room, thus maximizing the use of building space.
The control panel that drives the PM motor has also
been reduced in size. Incorporating the most advanced,
low-loss IGBT (Insulated Gate Bipolar Transistor) into an
optimal design, the power unit has decreased in size
significantly, making the control panel itself smaller than
previous models. The functions and performance of this
Compact Control Panel remain unchanged.
The VVVF Inverter Control delivers smooth, high-
precision control of the traction machine. A combina-
tion of these state-of-the-art components contributes to
significant power savings, while achieving the desired
functions and performance of the control panel.
Mitsubishi Electric was the first company to replace
induction motors with its highly sophisticated PM
(permanent magnet) motors for high-speed and super
high-speed elevators.
The extremely thin PM motor manufactured using
Mitsubishi Electric’s unique stator core technology
–Joint-lapped Core* in Permanent Magnet (PM) Motor–
has dramatically reduced not only the size of traction
machines but also energy consumption.
Furthermore, the PM motor suppresses harmonic noise
and torque ripple, providing greater riding comfort.
Notes:
*1: The area of the machine room may have to be
larger than that of the hoistway in case of (a),
(b) and/or (c) below.
(a) An optional feature that requires a panel(s), in
addition to the control panel, is requested.
(b) The car interior width (AA) is less than
1600mm, and the entrance width (JJ) is less
than 900mm for 2-panel center opening (CO)
or 1100mm for 2-panel side opening (2S).
(c) The counterweight is installed in a side drop
position.
*2: The area of the machine room can be reduced
approximately 9m2 when the rated capacity is
1050kg and the rated speed is 1.75m/sec. The
area may differ depending on the conditions.
Compact Machine Room
Conventional Machine Room
NexWay-S
-9m2 *2
GPS-III
Example of Space-saving
Machine room area: 13m2 Machine room area: 4m2
Compact Control Panel
Compact PM Gearless
Traction Machine
Note: *Please refer to page 4 for details.
Compact Machine Room
6. Dynamic Rule-set Optimizer
9 10
EFFICIENT TRANSPORTATION
Mitsubishi Electric’s breakthrough AI Neural Network* technology in elevator control enhances transport
efficiency and reduces passenger waiting time through optimum car allocation, which allows elevators to
use energy effectively. Two basic group control systems offer a variety of innovative group control features.
Note: *Neural Network is a mathematical model that emulates the structure of the nerves and cells of the human brain and its information processing mechanism.
DOAS-S (Lobby floor(s))
DOAS-S hall operating panels are installed only on busy floor(s) such as the lobby while other
floors have conventional hall fixtures. This is particularly beneficial for improving the traffic
flow leaving from the busy floor. It is especially useful in buildings with heavy up-peak traffic.
DOAS-S (All floors)
DOAS-S hall operating panels are installed on all floors. Cars receive destination
information from all floors to provide the best service for more complex traffic conditions
throughout the day.
Example of hall arrangement Example of hall arrangement
The features introduced on these pages are applicable to ΣAI-2200C only.
Please refer to page 13 and 14, and the ΣAI-2200C brochure for other
features and details.
Group control
systems
ΣAI-22 system
ΣAI-2200C system
Suitable building size
Small to medium
Large
(Especially buildings
with dynamic traffic
conditions)
Number of cars
in a group
3 to 4 cars
3 to 8 cars
Selects optimum car allocation through rule-set simulations
Based on real traffic data, passenger traffic is predicted every few minutes. According to the prediction, real-time simulation
selects the best rule-set (multiple rules have been set as car allocation patterns), which optimizes transport efficiency.
Allocates passengers to cars depending on destination floors
When a passenger enters a destination floor at a hall, the hall operating panel immediately indicates which car will serve the
floor. Because the destination floor is already registered, the passenger does not need to press a button in the car. Further-
more, dispersing passengers by destination prevents congestion in cars and minimizes their waiting and traveling time.
Forecasts a near-future hall call to reduce long waits
When a hall call is registered, the algorithm
assumes near-future calls that could require long
waits. Through evaluation of the registered hall
call and the forecasted call, the best car is assigned.
All cars work cooperatively for optimum operation.
Destination Oriented Prediction System (DOAS-S) (Optional)
Performance
0
5
10
15
20
25
30
Morning up
peak
Lunchtime Evening
down peak
Daytime
0
2
4
6
8
10
Morning up
peak
Lunchtime Evening
down peak
Daytime
Average waiting time Long-wait rate (60 seconds or longer)
(sec) (%)
AI-2100N (Conventional system)
AI-2200C
Cooperative Optimization Assignment
Please consult our local agents for DOAS-S (all floors).
All floors
Other floors
Lobby
Group Control
AI-2100N (Conventional system)
[A hall call is registered at 6th Fl.]
Allocates the closest car B.
[Another hall call is soon registered at 11th Fl.]
Allocates D, resulting in long wait of 26 sec.
ΣAI-2200C(New)
[A hall call is registered at 6th Fl.]
Allocates D, which is moving upward.
[Another hall call is soon registered at 11th Fl.]
Allocates B, which immediately arrives at the floor.
Ele. No.
Hall call Traveling direction
Car call
Car
Ele. No.
7. 12
11
Notes:
*1: Maximum number of floors: 22 floors
*2: Some letters of the alphabets are not available. Please consult our local agents for details.
Actual colors may differ slightly from those shown.
Please refer to the design guide for details and other designs.
SUS-HL
SUS-HL
SUS-HL
SUS-HL
Aluminum
PR803
CBV1-C760 Ceiling: Painted steel sheet (Y033)
with a milky white resin lighting cover
Lighting: Central lighting
Walls
Transom panel
Doors
Front return panels
Kickplate
Flooring
Car operating panel
Car Design Example
Hall Design Example
Car
Hall
Segment LED indicators
Tactile button with yellow-orange lighting
Car operating panel
Hall position indicators and buttons
*2
Jamb
Doors
Hall position indicator
and button
SUS-HL
SUS-HL
PIV1-A710N
Narrow Jamb: E-102
Ceiling:S00
Boxless
PIV1-A710N PIV1-A720N
Metal-like resin faceplates
Features (1/2)
CBV1-C760*1
*2
Segment LED indicators
Tactile button with yellow-orange lighting
For front return panel
Yellow-orange lighting
Tactile button
Boxless Boxless
Feature Description 3C to 8C
ΣAI-2200C
3C to 4C
ΣAI-22
1C-
2BC
2C-
2BC
■ EMERGENCY OPERATIONS AND FEATURES
Upon power failure, a car equipped with this function automatically moves and stops at the
nearest floor using a rechargeable battery, and the doors open to facilitate the safe evacuation
of passengers. (Maximum allowable floor to floor distance: 12m [Rated speed 1.0m/sec], 20m
[Rated speed 1.6m/sec or faster])
Mitsubishi Emergency Landing
Device (MELD)
Upon power failure, predetermined car(s) use the building’s emergency power supply to move
to a specified floor, where the doors then open to facilitate the safe evacuation of passengers.
After all cars have arrived, predetermined car(s) resume normal operation.
Operation by Emergency Power
Source — Automatic/Manual
(OEPS)
Upon activation of a key switch or a building’s fire sensors, all calls are canceled, all cars
immediately return to a specified evacuation floor and the doors open to facilitate the safe
evacuation of passengers.
Fire Emergency Return (FER)
During a fire, when the fire operation switch is activated, the car calls of a specified car and all
hall calls are canceled and the car immediately returns to a predetermined floor. The car then
responds only to car calls which facilitate fire-fighting and rescue operations.
Firefighters’ Emergency
Operation (FE)
Upon activation of primary and/or secondary wave seismic sensors, all cars stop at the nearest
floor, and park there with the doors open to facilitate the safe evacuation of passengers.
Earthquake Emergency Return
(EER-P/EER-S)
Each elevator’s status and operation can be remotely monitored and controlled through a panel
installed in a building’s supervisory room, etc.
Supervisory Panel (WP)
MelEye (WP-W)
Mitsubishi Elevators &
Escalators Monitoring and
Control System
Each elevator’s status and operation can be monitored and controlled using an advanced
Web-based technology which provides an interface through personal computers. Special
optional features such as preparation of traffic statistics and analysis are also available.
Car lighting which turns on immediately when power fails, providing a minimum level of
lighting within the car. (Choice of dry-cell battery or trickle-charge battery.)
Emergency Car Lighting (ECL)
#1
■ DOOR OPERATION FEATURES
Failure of non-contact door sensors is checked automatically, and if a problem is diagnosed, the
door-close timing is delayed and the closing speed is reduced to maintain elevator service and
ensure passenger safety.
Door Sensor Self-diagnosis
(DODA)
Door load on each floor, which can depend on the type of hall door, is monitored to adjust the
door speed, thereby making the door speed consistent throughout all floors.
Automatic Door Speed Control
(DSAC)
The time doors are open will automatically be adjusted depending on whether the stop was
called from the hall or the car, to allow smooth boarding of passengers or loading of baggage.
Automatic Door-open Time
Adjustment (DOT)
Closing doors can be reopened by pressing the hall button corresponding to the traveling
direction of the car.
Reopen with Hall Button
(ROHB)
Should an obstacle prevent the doors from closing, the doors will repeatedly open and close
until the obstacle is cleared from the doorway.
Repeated Door-close (RDC)
When the button inside a car is pressed, the doors will remain open longer to allow loading and
unloading of baggage, a stretcher, etc.
Extended Door-open Button
(DKO-TB)
When excessive door load has been detected while opening or closing, the doors immediately
reverse.
Door Load Detector (DLD)
Safety Door
Edge (SDE)
Safety Ray
(SR)
1-Beam
2-Beam
Electronic Doorman (EDM) Door open time is minimized using safety ray(s) or multi-beam door sensors that detect
passengers boarding or exiting.
Door Nudging Feature
— With Buzzer (NDG)
A buzzer sounds and the doors slowly close when they have remained open for longer than the
preset period. With AAN-B or AAN-G, a beep and voice guidance sound instead of the buzzer.
One side
Both sides
(CO doors only)
Sensitive door edge(s) detect passengers or objects during door closing.
(Cannot be combined with the MBSS feature.)
One or two infrared-light beams cover the full width of the doors as they close to detect
passengers or objects. (Cannot be combined with the multi-beam door sensor or MBSS
feature.)
Multi-beam Door Sensor Multiple infrared-light beams cover a door height of approximately 1800mm to detect
passengers or objects as the doors close. (Cannot be combined with the SR or MBSS feature.)
Multi-beam Door Sensor
— Signal Type (MBSS)
Multiple infrared-light beams cover a door height of approximately 1800mm to detect
passengers or objects as the doors close. Additionally, LED lights on the door edge indicate
the door opening/closing and the presence of an obstacle between the doors. (Cannot be
combined with any of the following features: SDE, SR or multi-beam door sensor.)
Hall Motion Sensor (HMS) Infrared-light is used to scan a 3D area near open doors to detect passengers or objects.
Notes: • 1C-2BC (1-car selective collective) - Standard, 2C-2BC (2-car group control) - Optional
ΣAI-22 (3 to 4-car group control system) - Optional, ΣAI-2200C (3 to 8-car group control system) - Optional
• = Standard = Optional = Not applicable
• #1: Please consult our local agents for the production terms, etc.
• #2: Optional feature when the rated capacity is from 1600kg to 2500kg.
• #3: Standard feature when the rated capacity is from 1600kg to 2500kg.
Standard Design
#2
#2 #2 #2
#3
#3 #3 #3
8. A click-type car button which emits an electronic beep sound when pressed to indicate that
the call has been registered.
Sonic Car Button — Click
Type (ACB)
Controls the number of cars to be allocated and the timing of car allocation in order to meet
increased demand for downward travel during office leaving time, hotel check-out time, etc.
to minimize passenger waiting time.
Down Peak Service (DPS)
Energy-saving Operation
— Number of Cars (ESO-N)
To save energy, the number of service cars is automatically reduced to some extent, but not so
much that it adversely affects passenger waiting time. Please refer to page 4.
Feature Description 3C to 8C
ΣAI-2200C
3C to 4C
ΣAI-22
1C-
2BC
2C-
2BC Feature Description 3C to 8C
ΣAI-2200C
3C to 4C
ΣAI-22
1C-
2BC
2C-
2BC
14
13
■ OPERATIONAL AND SERVICE FEATURES
Forced Floor Stop (FFS) All cars in a bank automatically make a stop at a predetermined floor on every trip without
being called.
Main Floor Parking (MFP) An available car always parks on the main (lobby) floor with the doors open/closed (China only).
An operation by car controllers which automatically maintains elevator operation in the event
that a microprocessor or transmission line in the group controller has failed.
With a key switch on the supervisory panel, etc., a car can be called to a specified floor after
responding to all car calls, and then automatically be taken out of service.
Out-of-service-remote (RCS)
To enhance security, car calls for desired floors can be registered only by entering secret codes
using the car buttons on the car operating panel. This function is automatically deactivated
during emergency operation.
Secret Call Service (SCS-B)
To enhance security, car calls for desired floors can be registered only by placing a card over a
card reader. This function is automatically deactivated during emergency operation.
Non-service Temporary
Release for Car Call
— Card Reader Type (NSCR-C)
To enhance security, service to specific floors can be disabled using the car operating panel.
This function is automatically deactivated during emergency operation.
Non-service to Specific Floors
— Car Button Type (NS-CB)
To enhance security, service to specific floors can be disabled using a manual or timer switch.
This function is automatically deactivated during emergency operation.
Non-service to Specific Floors
— Switch/Timer Type (NS/NS-T)
For maintenance or energy-saving measures, a car can be taken out of service temporarily with
a key switch (with or without a timer) mounted in a specified hall.
Out-of-service by Hall Key
Switch (HOS/HOS-T)
Using a key switch on the supervisory panel, a car can be withdrawn from group control
operation and called to a specified floor. The car will park on that floor with the doors open,
and not accept any calls until independent operations begin.
Return Operation (RET)
Exclusive operation where an elevator can be operated using the buttons and switches located
in the car operating panel, allowing smooth boarding of passengers or loading of baggage.
Attendant Service (AS)
According to the number of passengers in the car, the car travels faster than the rated speed.
Please refer to page 5 and 6.
Variable Traveling Speed
Elevator System (VSE)
For energy conservation, power regenerated by a traction machine can be used by other
electrical systems in the building. Please refer to page 3.
Regenerative Converter
(PCNV)
Exclusive operation where a car is withdrawn from group control operation for independent
use, such as maintenance or repair, and responds only to car calls.
Independent Service (IND)
If a car has stopped between floors due to some equipment malfunction, the controller checks
the cause, and if it is considered safe to move the car, the car will move to the nearest floor at a
low speed and the doors will open.
Safe Landing (SFL)
If the elevator doors do not open fully at a destination floor, the doors close, and the car
automatically moves to the next or nearest floor where the doors will open.
Next Landing (NXL)
A car which is experiencing trouble is automatically withdrawn from group control operation to
maintain overall group performance.
Continuity of Service (COS)
A fully-loaded car bypasses hall calls in order to maintain maximum operational efficiency.
Automatic Bypass (ABP)
Overload Holding Stop (OLH)
If one car cannot carry all waiting passengers because it is full, another car will automatically be
assigned for the remaining passengers.
Automatic Hall Call
Registration (FSAT)
Car Call Canceling (CCC)
If there are no calls for a specified period, the car ventilation fan will automatically turn off to
conserve energy. Please refer to page 4.
If there are no calls for a specified period, the car lighting will automatically turn off to conserve
energy. Please refer to page 4.
If the number of registered car calls does not correspond to the car load, all calls are canceled to
avoid unnecessary stops.
False Call Canceling
— Automatic (FCC-A)
When a car has responded to the final car call in one direction, the system regards remaining
calls in the other direction as mistakes and clears them from the memory.
A buzzer sounds to alert the passengers that the car is overloaded. The doors remain open and
the car will not leave that floor until enough passengers exit the car.
Special Floor Priority Service
(SFPS)
Special floors, such as floors with VIP rooms or executive rooms, are given higher priority for car
allocation when a call is made on those floors. (Cannot be combined with hall position
indicators.)
A function to give priority allocation to the car closest to the floor where a hall call button has
been pressed, or to reverse the closing doors of the car closest to the pressed hall call button
on that floor. (Cannot be combined with hall position indicators.)
Closest-car Priority Service
(CNPS)
#1
#1
#1
Notes: • 1C-2BC (1-car selective collective) - Standard, 2C-2BC (2-car group control) - Optional
ΣAI-22 (3 to 4-car group control system) - Optional, ΣAI-2200C (3 to 8-car group control system) - Optional
• = Standard = Optional = Not applicable
• #1: Please consult our local agents for the production terms, etc.
• #2: When DOAS-S is applied, SR or multi-beam door sensor should be installed.
• #3: Standard feature when the rated capacity is from 1600kg to 2500kg.
If the wrong car button is pressed, it can be canceled by quickly pressing the same button
again twice.
False Call Canceling
— Car Button Type (FCC-P)
Backup Operation for Group
Control Microprocessor
(GCBK)
Car Fan Shut Off
— Automatic (CFO-A)
Car Light Shut Off
— Automatic (CLO-A)
Features (2/2)
■ GROUP CONTROL FEATURES
To maximize transport efficiency, an elevator bank is divided into two groups of cars to serve
upper and lower floors separately during up peak. In addition, the number of cars to be
allocated, the timing of car allocation to the lobby floor, the timing of door closing, etc. are
controlled based on predicted traffic data.
Intense Up Peak (IUP)
Controls the number of cars to be allocated to the lobby floor, as well as the car allocation
timing, in order to meet increased demand for upward travel from the lobby floor during office
starting time, hotel check-in times, etc., and minimize passenger waiting time.
Up Peak Service (UPS)
When a passenger enters a destination floor at a hall, the hall operating panel indicates which
car will serve the floor. The passenger does not need to press a button in the car. Dispersing
passengers by destination prevents congestion in the cars and minimizes their waiting and
traveling time. (Cannot be combined with some features. Please consult our local agents for
details.) Please refer to page 10.
Destination Oriented
Prediction System (DOAS-S) #2
#1
#1
#1
#1
The timing of car allocation and the number of cars to be allocated to floors where meeting
rooms or ballrooms exist and the traffic intensifies for short periods of time are controlled
according to the detected traffic density data for those floors.
Congested-floor Service
(CFS)
Hall buttons and the cars called by each button can be divided into several groups for
independent group control operation to serve special needs or different floors.
Bank-separation Operation
(BSO)
A specified car is withdrawn from group control operation for VIP service operation. When
activated, the car responds only to existing car calls, moves to a specified floor and parks there
with the doors open. The car will then respond only to car calls.
VIP Operation (VIP-S)
During the first half of lunchtime, calls for a restaurant floor are served with higher priority, and
during the latter half, the number of cars allocated to the restaurant floor, the allocation timing
for each car and the door opening and closing timing are all controlled based on predicted data.
Lunchtime Service (LTS)
This feature is effective for buildings with two main (lobby) floors. The floor designated as the
“main floor” in a group control operation can be changed as necessary using a manual switch.
Main Floor Changeover
Operation (TFS)
When traffic is light, empty or lightly-loaded cars are given higher priority to respond to hall calls
in order to minimize passenger travel time. (Cannot be combined with hall position indicators.)
Light-load Car Priority Service
(UCPS)
Special cars, such as observation elevators and elevators with basement service, are given
higher priority to respond to hall calls. (Cannot be combined with hall position indicators.)
Special Car Priority Service
(SCPS)
#1
#1
#1
#1
■ SIGNAL AND DISPLAY FEATURES
Electronic chimes sound to indicate that a car will soon arrive. (The chimes are mounted either
on the top and bottom of the car, or in each hall.)
Car Arrival Chime Car (AECC)
Hall (AECH)
When a passenger has registered a hall call, the best car to respond to that call is immediately
selected, the corresponding hall lantern lights up and a chime sounds once to indicate which
doors will open.
Immediate Prediction
Indication (AIL)
When a hall is crowded to the extent that one car cannot accommodate all waiting passengers, a
hall lantern will light up to indicate the next car to serve the hall.
Second Car Prediction (TCP)
A synthetic voice (and/or buzzer) alerts passengers inside a car that elevator operation has been
temporarily interrupted by overloading or a similar cause. (Voice available only in English.)
Basic Announcement (AAN-B)
Information on elevator service such as the current floor or service direction is given to the
passengers inside a car. (Voice guidance available only in English.)
Voice Guidance System
(AAN-G)
An additional car control panel which can be installed for large-capacity elevators, heavy-traffic
elevators, etc.
Auxiliary Car Operating Panel
(ACS)
A system which allows communication between passengers inside a car and the building
personnel.
Inter-communication System
(ITP)
A hall lantern, which corresponds to a car’s service direction, flashes to indicate that the car will
soon arrive.
Flashing Hall Lantern (FHL)
This 5.7-inch LCD for car operating panels shows the date and time, car position, travel direction
and elevator status messages.
Car LCD Position Indicator
(CID-S)
This LCD (10.4- or 15-inch) for car front return panels shows the date and time, car position,
travel direction and elevator status messages.
Car Information Display (CID)
This 5.7-inch LCD for elevator halls shows the date and time, car position, travel direction and
elevator status messages.
Hall LCD Position Indicator
(HID-S)
This LCD (10.4- or 15-inch) for elevator halls shows the date and time, car position, travel
direction and elevator status messages.
Hall Information Display (HID)
#3
#3
#3
9. 16
15
Basic Specifications (750kg to 1350kg)
GB
code
EN81-1
Rated
capacity
(kg)
Number of
persons
Code
number
Door
type
Counter-
weight
position
Car internal
dimensions
(mm)
AAxBB
Entrance
width (mm)
JJ
Minimum hoistway dimensions (mm)
AHxBH
Rated speed (m/sec)
2.5
Travel (m) TR
120<TR≤150
1950x1890
2160x1700 *1
2000x1940
2290x1740 *1
1790x2510
2400x1990
2690x1770 *2
1970x2710
2400x2090
2690x1870 *1
1950x1840
2140x1690 *1
1950x1890
2160x1700 *1
2000x1870
2290x1690 *1
2000x1940
2290x1740 *1
2200x1890
2490x1700 *1
2000x2040
2290x1840 *1
1790x2510
2200x2090
2490x1870 *1
2400x1940
2690x1740 *2
2400x1990
2690x1770 *2
1970x2710
2400x2090
2690x1870 *1
2200x2270
2490x2020 *3
1950x1890
2030x1990
2430x1990
2430x2090
1950x1840
1950x1890
2030x1870
2030x1990
2230x1940
2030x2090
2230x2090
2430x1940
2430x1990
2430x2090
2230x2270
900
1100
900
1000
900
1000
1100
1000
1400x1350
1600x1400
1100x2100
2000x1400
1200x2300
2000x1500
1400x1300
1400x1350
1600x1330
1600x1400
1800x1350
1600x1500
1100x2100
1800x1500
2000x1350
2000x1400
1200x2300
2000x1500
1800x1680
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
Rear
Side
CO
2S
CO
2S
CO
CO
2S
CO
2S
CO
825
1050
1275
1350
750
825
900
1050
1200
1275
1350
11
14
17
18
10
11
12
14
16
17
18
P11
P14
P17
P18
P10
P11
P12
P14
P16
P17
P18
[Terms of the table]
• The contents of this table are applied to standard specifications only. Please consult our local agents for other specifications.
• Rated capacity is calculated at 75kg per person, as required by the EN81-1 and GB code.
• CO: 2-panel center opening doors, 2S: 2-panel side sliding doors.
• Minimum hoistway dimensions (AH and BH) shown in the table are after waterproofing of the pit and do not include plumb tolerance.
• Minimum hoistway dimensions (AH and BH) should be increased if fireproof landing door is required.
Notes:
*1: The depth of the machine room becomes larger by 200mm because of the counterweight installed in a side drop position.
*2: The depth of the machine room becomes larger by 300mm because of the counterweight installed in a side drop position.
*3: The depth of the machine room becomes larger by 150mm because of the counterweight installed in a side drop position.
*4: Minimum hoistway dimensions (AH and BH) for the rated speed 3.0 m/sec shown in the table are not applicable to a single hoistway.
Please consult our local agents for the single hoistway dimensions.
*5: The width of the machine room becomes larger by 50mm because of the counterweight installed in a side drop position.
*6: The value varies when JJ dimension is 800mm
1.0/1.6/1.75/2.0/2.5 3.0 *4
TR≤120 TR≤150
1950x2020
2030x2070
2430x2070
2430x2170
1950x1970
1950x2020
2030x2000
2030x2070
2230x2020
2030x2170
2230x2170
2430x2020
2430x2070
2430x2170
2230x2350
Horizontal Dimensions
Rated speed
(m/sec)
Maximum
travel (m)
TR
Maximum
number
of stops
Minimum
machine room
clear height
(mm) HM
Minimum
floor to
floor height
(mm)
Minimum overhead (mm) OH Minimum pit depth (mm) PD
Rated capacity (kg)
~1050 (kg) ~1350 (kg) ~1050 (kg) ~1350 (kg)
Counter-
weight
position
Rear
Side
Side
Rear
Side
Side
Rear
Side
Side
Rear
Side
Side
Rear
Side
Rear
Rear
1.0
1.6
1.75
2.0
2.5
3.0
60
80
105
80
105
80
105
120
80
105
120
150
100
150
4210
4380
4410
4620
4700
4840
5150
1360
1390
1430
1490
1840
2000
2610
1400
1430
1470
1540
1890
2040
2590
36
50
36
50
*1
*1
*1
*3
*3
*6
*11
*6 *6
*7
*6
*6
*4 *5
*6
*8
*2
4310
4480
4510
4720
4800
4810
5150
2200*9 2500*10
Notes:
*1: When the car size is “1100x2100”of code number P14, “1200x2250”or “1200x2300”of code number P17, the maximum height is 105m.
*2: When the car size is “1100x2100”of code number P14 with 1-Door 2-Gate or “1200x2250”of code number P17 with 1-Door 2-Gate, the maximum height is 105m.
*3: When the car size is “1100x2100”of code number P14 with 1-Door 1-Gate or “1200x2300”of code number P17 with 1-Door 1-Gate, the maximum height is 120m.
*4: When the code number is P14, the door type is 2S, the elevator is 1-Door 1-Gate, and the travel exceeds 105m or more but less than 120m, the minimum pit depth requires 1670mm.
*5: When the code number is P17, the door type is 2S, the elevator is 1-Door 1-Gate, and the travel exceeds 105m or more but less than 120m, the minimum pit depth requires 1760mm.
*6: The value varies when the total height (OH + PD + Travel) exceeds 150m or more, please consult our local agents for details.
*7: The value varies when the elevator is 1-Door 1-Gate and maximum travel is 80m, please consult our local agents for details.
*8: The value varies when the total height (OH + PD + Travel) is100m or less, please consult our local agents for details.
*9: Some specifications require more than 2200mm as a minimum machine room height. Please consult our local agents for the appropriate machine room height.
*10: Some specifications require more than 2500mm as a minimum floor height. Please consult our local agents if the floor height is less than entrance height HH + 700mm,
and the elevator is 1-Door 2-Gate.
*11: 1-Door 1-Gate only.
Vertical Dimensions
1-Door 1-Gate 1-Door 1-Gate & 1-Door 2-Gate
EN81-1
&
GB
code
Rated
capacity
(kg)
Number of
persons
Code
number
Door
type
Counter-
weight
position
Car internal
dimensions
(mm)
AAxBB
Entrance
width (mm)
JJ
Minimum hoistway dimensions (mm)
AHxBH
Rated speed (m/sec)
Travel (m) TR
900
1100
1400x1300
1600x1400
1100x2100
2000x1380
1200x2250
2000x1450
825
1050
1275
1350
P11
P14
P17
P18
11
14
17
18
CO
2S
CO
2S
CO
2160x1810
2290x1910
1790x2754
2690x1890
1970x2904
2690x1960
Side
*2 *6
*1 *6
*5
*2
*1
1.0
TR≤60
1.6~2.5
TR≤80 or TR≤105
Horizontal Dimensions 1-Door 2-Gate
Note:
*1: The value varies when the car size is 1800x1350 and the counterweight is installed in a rear drop
position. Please consult our local agents for details.
Specifications for Variable Traveling Speed Elevator System (Optional)
Rated speed
(m/sec)
Traveling
speeds
(m/sec)
1.6
1.75
2.0
1.6/2.0/2.5
1.75/2.0/2.5
2.0/2.5
4700 *1 4800 1840 1890
Minimum overhead (mm) OH Minimum pit depth (mm) PD
Rated capacity (kg)
~1050 (kg) ~1350 (kg) ~1050 (kg) ~1350 (kg)
[Terms of the table]
• The Variable Traveling Speed Elevator System (VSE) is applicable to the elevators with rated
speeds of 1.6m/sec, 1.75m/sec and 2.0m/sec.
• Except minimum overhead and pit depth dimensions (OH and PD), specifications shown
in tables, “Horizontal Dimensions” and “Vertical Dimensions”, on the page 15 to 16 are applicable
to the Variable Traveling Speed Elevator System.
Applicable Standards
The NexWay-S Series-IP/AP Version2 and Series-IP comply with the EN81-1 or GB code.
For details of compliance with other national regulations,
please consult our local agents.
1-Door 1-Gate & 1-Door 2-Gate
10. Hoistway Plan Hoistway Section
18
17
Machine
room
clear
height:
HM
Overhead:
OH
Entrance
height:
HH
2100
(Standard)
Ceiling
height
2200
(Standard)
Travel:
TR
Floor
to
floor
height
Pit
depth:
PD
AA
BB
AH
JJ
BH
JJ
Shown for CO doors
Counterweight side drop
AH
AA
BB
BH
JJ
JJ
Shown for 2S doors
Counterweight side drop
Basic Specifications (750kg to 1350kg)
Hoistway Plan Hoistway Section
Hoistway width: AH
Entrance
width: JJ
Car internal
width: AA
Car
internal
depth:
BB
Hoistway
depth:
BH
Shown for CO doors
Counterweight rear drop
AH
AA
BB
BH
JJ
Shown for 2S doors
Counterweight side drop
Shown for CO doors
Counterweight side drop
JJ
AA
BB
AH
BH
Machine
room
clear
height:
HM
Overhead:
OH
Entrance
height:
HH
2100
(Standard)
Ceiling
height
2200
(Standard)
Travel:
TR
Floor
to
floor
height
Pit
depth:
PD
1-Door 1-Gate 1-Door 2-Gate
11. 20
19
Basic Specifications (1600kg to 2500kg)
GB
code
EN81-1
Rated
capacity
(kg)
Number of
persons
Code
number
Door
type
Counter-
weight
position
Car internal
dimensions
(mm)
AAxBB
Entrance
width (mm)
JJ
Minimum hoistway dimensions (mm)
AHxBH
2000x1750
2100x1800
2100x1950
2300x1950
2300x2100
2000x1750
2100x1800
2100x1950
2300x1950
2300x2130
2540x2460
2600x2550
2640x2740
2800x2750
2800x2900
2540x2460
2600x2550
2640x2740
2800x2750
2800x2930
1100
1100
1200
1200
1200
1100
1100
1200
1200
1200
Rear
CO
1600
1800
2025
2250
2500
1600
1800
2025
2250
2500
21
24
27
30
33
21
24
27
30
33
P21
P24
P27
P30
P33
P21
P24
P27
P30
P33
[Terms of the table]
• The contents of this table are applied to standard specifications only. Please consult our local agents for other specifications.
• Rated capacity is calculated at 75kg per person, as required by the EN81-1 and GB code.
• CO: 2-panel center opening doors
• Minimum hoistway dimensions (AH and BH) shown in the table are after waterproofing of the pit and do not include plumb tolerance.
• Minimum hoistway dimensions (AH and BH) should be increased if fireproof landing door is required.
Horizontal Dimensions 1-Door 1-Gate
Hoistway width: AH
Entrance
width: JJ
Car internal
width: AA
Car
internal
depth:
BB
Hoistway
depth:
BH
Shown for CO doors
Counterweight rear drop
Rated
speed
(m/sec)
Maximum
travel (m)
TR
Maximum
number
of stops
Minimum
machine
room
clear height
(mm) HM
Minimum
floor to
floor height
(mm)
Minimum overhead (mm) OH Minimum pit depth (mm) PD
Rated capacity (kg)
1350<Cap.≦1600 1600<Cap.≦1800 1800<Cap.≦2025 2025<Cap.≦2500 1300<Cap.≦1600 1600<Cap.≦1800 1800<Cap.≦2025 2025<Cap.≦2500
Counter-
weight
position
Rear
0.75
1.0
1.6
1.75
4750
4850
4900
4950
4570
4640
4730
4780
4570
4850
4900
4950
4570
4640
4730
4780
1550
1600
1600
1650
1410
1470
1480
1510
1550
1600
1600
1650
80 32
Notes:
*1: Some specifications require more than 2500mm as a minimum machine room height. Please consult our local agents for the appropriate machine room height.
*2: Some specifications require more than 2500mm as a minimum floor height. Please consult our local agents if the floor height is less than entrance height HH + 700mm,
and the elevator is 1-Door 2-Gate.
Vertical Dimensions 1-Door 1-Gate
1410
1470
1480
1510
2500*1 2500*2
Applicable Standards
The NexWay-S Series-IP complies with the EN81-1 or GB code.
For details of compliance with other national regulations,
please consult our local agents.
Hoistway Plan
Hoistway Section
Machine
room
clear
height:
HM
Overhead:
OH
Entrance
height:
HH
2100
(Standard)
Ceiling
height
2200
(Standard)
Travel:
TR
Floor
to
floor
height
Pit
depth:
PD
12. 22
21
Work Not Included in Elevator Contract
Ordering Information
The following items are excluded from Mitsubishi Electric’s elevator installation work, and are therefore the responsibility of the building owner or general
contractor:
• Construction of the elevator machine room with proper beams and slabs, equipped with a lock, complete with illumination, ventilation and
waterproofing.
• Access to the elevator machine room sufficient to allow passage of the control panel and traction machine.
• Architectural finishing of the machine room floor, and the walls and floors in the vicinity of the entrance hall after installation has been completed.
• Construction of an illuminated, ventilated and waterproofed elevator hoistway.
• A ladder to the elevator pit.
• The provision of cutting the necessary openings and joists.
• Separate beams, when the hoistway dimensions markedly exceed the specifications, and intermediate beams when two or more elevators are installed.
• All other work related to building construction.
• The machine room power-receiving panel and the electrical wiring for illumination, plus the electrical wiring from the electrical room to the
power-receiving panel.
• The laying of conduits and wiring between the elevator pit and the terminating point for the devices installed outside the hoistway, such as the
emergency bell, intercom, monitoring and security devices, etc.
• The power consumed in installation work and test operations.
• All the necessary building materials for grouting in of brackets, bolts, etc.
• The test provision and subsequent alteration as required, and eventual removal of the scaffolding as required by the elevator contractor, and any other
protection of the work as may be required during the process.
• The provision of a suitable, locked space for the storage of elevator equipment and tools during elevator installation.
• The security system, such as a card reader, connected to Mitsubishi Electric’s elevator controller, when supplied by the building owner or general
contractor.
* Work responsibilities in installation and construction shall be determined according to local laws. Please consult our local agents for details.
• The temperature of the machine room and elevator hoistway shall be below 40˚C.
• The following conditions are required for maintaining elevator performance.
a. The relative humidity shall be below 90% on a monthly average and below 95% on a daily average.
b. Prevention shall be provided against icing and condensation occurring due to a rapid drop in the temperature in the machine room and elevator hoistway.
c. The machine room and the elevator hoistway shall be finished with mortar or other materials so as to prevent concrete dust.
• Voltage fluctuation shall be within a range of +5% to -10%.
Please include the following information when ordering or requesting estimates:
• The desired number of units, speed and loading capacity.
• The number of stops or number of floors to be served.
• The total elevator travel and each floor-to-floor height.
• Operation system.
• Selected design and size of car.
• Entrance design.
• Signal equipment.
• A sketch of the part of the building where the elevators are to be installed.
• The voltage, number of phases, and frequency of the power source for the motor and lighting.
Mitsubishi Elevator Asia Co., Ltd. has acquired ISO 9001 certification from the International Organization for Standardization based on a review of quality management.
The company has also acquired environmental management system standard ISO 14001 certification.
Important Information on Elevator Planning
Mitsubishi Elevator Inazawa Works has acquired ISO 9001 certification from the
International Organization for Standardization based on a review of quality
management.
The company has also acquired environmental management system standard
ISO 14001 certification.
Elevator Site Requirements
13. C-CL1-3-C9115-B INA-1308 Printed in Japan (MDOC) 2013
Revised publication effective Aug.2013.
Superseding publication of C-CL1-3-C9115-A Mar.2013.
Specifications are subject to change without notice.
Eco Changes is the Mitsubishi Electric Group’s environmental statement,
and expresses the Group’s stance on environmental management.
Through a wide range of businesses, we are helping contribute to the
realization of a sustainable society.
Visit our website at:
http://www.mitsubishielectric.com/elevator/