High-altitude bulk installation refers to the method of total assembling of small assembled units or loose parts directly in the design position, applicable to the installation of space structure such as space frame and reticulated shell.
This document summarizes the precast segmental construction method for bridges. It was first used in Western Europe in the 1950s and involves casting concrete segments off-site, transporting them to the construction location, and erecting them using various methods like balanced cantilever, progressive placement, span-by-span, or incremental launching. Machinery like launchers, girders, cranes, and hydraulic jacks are used for erection. Additional steps include external prestressing and grouting. Precast segmental construction allows for longer spans, faster construction times, increased quality control, and is most suitable for long bridges.
Pre-Cast Technology: An Initial Step to Sustainable Developmentijsrd.com
This document discusses precast construction techniques. It begins by defining precast construction as the process of casting concrete structural elements in a factory or temporary plant before transporting them to the construction site for assembly. Precast construction provides advantages like reduced costs, faster construction times, and improved quality. The document then examines different types of precast systems like large panel systems, frame systems, and slab-column systems. It details the assembly sequence and equipment used for precast installation. Advantages are highlighted as reduced construction time and costs, while disadvantages include transportation costs and need for skilled labor. The document concludes that precast construction can help meet housing demands in developing countries in a more sustainable way.
Prefabrication involves assembling building components in a factory and transporting them to the construction site. There are various prefabrication systems that can be used at different scales from small precast bricks to large precast wall panels. Components are manufactured off-site or on-site using formwork molds and are then transported, lifted into place, and joined using connections like reinforcement bars. Prefabrication offers benefits like reduced construction time and improved quality control but also disadvantages such as increased transportation costs and less architectural flexibility.
An Introduction to Prefabricated structuresSofia Rajesh
This document provides an overview of prefabricated structures. It defines prefabrication as assembling components of a structure in a factory and transporting them to the construction site. Key points include:
- Prefabrication offers benefits like faster construction, improved quality control, and reduced waste.
- There are different methods of prefabrication including plant and site prefabrication. Systems can be classified by size and degree of prefabrication.
- Standardization of components improves design, manufacturing and construction.
- The prefabrication process involves manufacturing components, stacking, transportation, and erecting them on-site using cranes or other machinery.
The document summarizes a technical seminar presentation on Accelerated Bridge Construction techniques. It discusses how ABC uses innovative methods to reduce mobility impacts during bridge replacement or rehabilitation. Key benefits of ABC include improved constructability, reduced construction time, higher quality materials, and increased work zone safety. The presentation outlines various prefabricated bridge elements and structural placement methods used in ABC, such as full depth and partial depth precast bridge decks, precast pier elements, spread footings, pile caps, and precast pier box cofferdams. Placement methods covered include horizontal skidding, use of self-propelled modular transporters, longitudinal launching, and heavy lifting equipment.
This document discusses four methods for erecting lattice towers:
1. Piecemeal method - Erects towers member by member from the bottom up using gin poles or cranes to hoist parts into place.
2. Section method - Assembles major tower sections on the ground and lifts them into place as units using gin poles or cranes.
3. Ground assembly method - Assembles the entire tower horizontally on the ground before lifting it into the vertical position as a complete unit using a crane.
4. Helicopter method - Erects tower sections or fully assembled towers by airlifting them into place with a helicopter.
1. Concrete repair refers to modifying damaged concrete structures to restore their load-bearing capacity and durability.
2. Common repair techniques include removing damaged concrete and replacing it with new concrete.
3. Shotcreting is a repair method that projects a concrete mixture at high velocity to repair large areas or strengthen structures. It produces a dense, homogeneous material without formwork.
Bc open pre fabricated construction systemAnuj Singhal
The document discusses an open prefabricated construction system. Some key points:
- Prefabrication involves assembling building components in a factory and transporting them to the construction site. This speeds up construction time and lowers costs while ensuring quality.
- An open prefabricated system uses precast concrete or steel components like floors, walls, beams and columns assembled on-site. It can be partially or fully prefabricated.
- Examples of full prefabricated open systems include the Nakagin Capsule Tower in Tokyo, with prefabricated steel living capsules bolted to a central concrete core. Prefabrication allowed efficient off-site assembly and construction.
This document summarizes the precast segmental construction method for bridges. It was first used in Western Europe in the 1950s and involves casting concrete segments off-site, transporting them to the construction location, and erecting them using various methods like balanced cantilever, progressive placement, span-by-span, or incremental launching. Machinery like launchers, girders, cranes, and hydraulic jacks are used for erection. Additional steps include external prestressing and grouting. Precast segmental construction allows for longer spans, faster construction times, increased quality control, and is most suitable for long bridges.
Pre-Cast Technology: An Initial Step to Sustainable Developmentijsrd.com
This document discusses precast construction techniques. It begins by defining precast construction as the process of casting concrete structural elements in a factory or temporary plant before transporting them to the construction site for assembly. Precast construction provides advantages like reduced costs, faster construction times, and improved quality. The document then examines different types of precast systems like large panel systems, frame systems, and slab-column systems. It details the assembly sequence and equipment used for precast installation. Advantages are highlighted as reduced construction time and costs, while disadvantages include transportation costs and need for skilled labor. The document concludes that precast construction can help meet housing demands in developing countries in a more sustainable way.
Prefabrication involves assembling building components in a factory and transporting them to the construction site. There are various prefabrication systems that can be used at different scales from small precast bricks to large precast wall panels. Components are manufactured off-site or on-site using formwork molds and are then transported, lifted into place, and joined using connections like reinforcement bars. Prefabrication offers benefits like reduced construction time and improved quality control but also disadvantages such as increased transportation costs and less architectural flexibility.
An Introduction to Prefabricated structuresSofia Rajesh
This document provides an overview of prefabricated structures. It defines prefabrication as assembling components of a structure in a factory and transporting them to the construction site. Key points include:
- Prefabrication offers benefits like faster construction, improved quality control, and reduced waste.
- There are different methods of prefabrication including plant and site prefabrication. Systems can be classified by size and degree of prefabrication.
- Standardization of components improves design, manufacturing and construction.
- The prefabrication process involves manufacturing components, stacking, transportation, and erecting them on-site using cranes or other machinery.
The document summarizes a technical seminar presentation on Accelerated Bridge Construction techniques. It discusses how ABC uses innovative methods to reduce mobility impacts during bridge replacement or rehabilitation. Key benefits of ABC include improved constructability, reduced construction time, higher quality materials, and increased work zone safety. The presentation outlines various prefabricated bridge elements and structural placement methods used in ABC, such as full depth and partial depth precast bridge decks, precast pier elements, spread footings, pile caps, and precast pier box cofferdams. Placement methods covered include horizontal skidding, use of self-propelled modular transporters, longitudinal launching, and heavy lifting equipment.
This document discusses four methods for erecting lattice towers:
1. Piecemeal method - Erects towers member by member from the bottom up using gin poles or cranes to hoist parts into place.
2. Section method - Assembles major tower sections on the ground and lifts them into place as units using gin poles or cranes.
3. Ground assembly method - Assembles the entire tower horizontally on the ground before lifting it into the vertical position as a complete unit using a crane.
4. Helicopter method - Erects tower sections or fully assembled towers by airlifting them into place with a helicopter.
1. Concrete repair refers to modifying damaged concrete structures to restore their load-bearing capacity and durability.
2. Common repair techniques include removing damaged concrete and replacing it with new concrete.
3. Shotcreting is a repair method that projects a concrete mixture at high velocity to repair large areas or strengthen structures. It produces a dense, homogeneous material without formwork.
Bc open pre fabricated construction systemAnuj Singhal
The document discusses an open prefabricated construction system. Some key points:
- Prefabrication involves assembling building components in a factory and transporting them to the construction site. This speeds up construction time and lowers costs while ensuring quality.
- An open prefabricated system uses precast concrete or steel components like floors, walls, beams and columns assembled on-site. It can be partially or fully prefabricated.
- Examples of full prefabricated open systems include the Nakagin Capsule Tower in Tokyo, with prefabricated steel living capsules bolted to a central concrete core. Prefabrication allowed efficient off-site assembly and construction.
study of usage factor in low cost constructionManisha Singh
Prefabrication involves assembling components of a structure in a factory and transporting them to the construction site. It has advantages like reduced cost, material, and time compared to traditional construction. Precast concrete components like walls, beams, slabs are produced in a controlled factory environment and assembled on-site. Prefabrication requires planning for transportation, lifting equipment, installation, and connections between components. While it offers benefits, it also has challenges like handling of large precast units and achieving monolithic joint connections.
The CCTV Headquarters in Beijing, China was designed by Rem Koolhaas and completed in 2012. It uses a diagrid structural system to support its unusual sloping tower form and large cantilevered overhang. This complex form presented challenges like instability and high seismic loads that were addressed through a continuous diagrid frame, transfer trusses, a piled raft foundation, and structural connections designed to smoothly transfer loads. Construction involved building the towers in stages and incrementally connecting the cantilevered overhang sections.
The document discusses construction methods for building projects. It describes two main methods:
1) Bottom-Up, where the basement structure is built from the bottom up using scaffolding, with the bottommost basement plate cast first before proceeding upward.
2) Top-Down, where the lower structure is carried out simultaneously with excavation, with the order of beams and floors starting from top to bottom, supported by a temporary pole structure during construction.
Factors like cost, time, technology, and land conditions affect the chosen method. Contractors will propose a method during pre-construction meetings using drawings and descriptions. Strategies and methods must be planned to aid implementation.
This document discusses prefabricated concrete columns. It defines prefabrication as assembling building components in a factory and transporting them to the construction site. Precast concrete columns can be single or double-story height and are made in modular designs to accommodate different heights. Columns have widths of 300mm, 450mm, or 600mm and can be rectangular or circular. Connection methods between the column and foundation include cast-in base plates, dowel tubes, or projections. The manufacturing process for precast concrete components involves 10 main steps including installing molds and reinforcement, pouring and vibrating concrete, curing, and removing molds.
The construction of a new railway track involves three main stages: earth work to prepare the formation, plate laying which involves laying rails and sleepers, and laying of ballast. There are different methods for plate laying such as the tramline method, telescopic method, and American method. Maintenance of the track is also important and involves daily inspection and maintenance as well as periodic maintenance to detect defects.
This document discusses considerations for rigging selection and lift point design for heavy lift projects. It provides three examples of heavy lift projects utilizing different rigging systems and lift point designs. Research conducted on doubled sling force distribution found that current recommendations of a 55/45 tension ratio are too conservative, having implications for lift point moment design. A knowledge-based system called H-LIFT was developed to assist in evaluating rigging schemes and component design.
This document is a report on a site visit conducted by students to a construction site in Subang Jaya where a TNB building was being constructed. The report includes details about the construction process observed on site such as piling, excavation and use of precast concrete piles. It also discusses the objectives of the site visit which were to understand construction basics, safety precautions, building materials and technologies used. The methodology section explains the basic components of scaffolding including standards, ledgers, transoms and different types of braces used to reinforce scaffolding structures. Safety precautions for scaffolding are also outlined.
This document provides an overview of prefabricated modular structures. It discusses the introduction and features of prefabricated structures, comparing them to site-cast structures. It outlines the design concept, components, types of precast systems including large panel, frame, and lift-slab systems. It also discusses design considerations, equipment used, assembly process, scheduling, advantages including reduced costs and time, limitations, and concludes with examples of prefabricated hospital structures.
Erection of structural components in precast constructionsParamaAthmeka
The document discusses the process of erecting structural components in prefabricated structures. It emphasizes the importance of proper planning, preparation, and following assembly plans to ensure effective and quality installation. Key steps in the erection process include setting out locations, lifting and installing vertical/horizontal members, grouting joints, and casting joints. Safety precautions must also be followed during erection. The document provides details on good practices at each stage and references codes of practice for prefabricated concrete erection.
The document discusses prefabrication principles including definitions, needs, advantages, disadvantages, requirements for planning prefabricated plants, and modular coordination concepts. Prefabrication involves assembling building components off-site and transporting them for on-site construction. It offers benefits like reduced costs, time, and waste but requires careful handling and transportation. Planning prefabricated plants involves selecting types, locations, production processes, and optimized layouts. Modular coordination standardizes dimensions using basic modules to facilitate prefabrication and industrialization.
Contents
Introduction
Features
Comparison
Design concept
Components
Types of precast system
Design consideration
Equipments
Assembling
scheduling
Advantages
Limitations
Conclusion
references
THIS PRESENTATION ON PRECAST MODULAR STRUCTURES IS MADE SPECIALLY FOR EVERYONE TO KNOW THE CONCEPT OF PRECAST MODULAR STRUCTURES RELATED TO ENGINEERING........
SO HAVE A NICE READING GUYS.
The document discusses precast concrete construction. It defines precast concrete as concrete that is cast in reusable molds and cured in a controlled environment off-site before being transported to the construction site. Benefits of precast construction include better quality control during curing, less weather dependence, faster construction time, and lower costs. Examples of precast concrete applications include buildings, bridges, retaining walls, and transportation products. The document also discusses design considerations, formwork, casting, handling, transportation and erection of precast concrete elements.
This document discusses different methods for manufacturing precast concrete components, including factory prefabrication, site precasting, and semi-mechanized and fully-mechanized production. It describes the main processes like forming, reinforcement, pouring, curing, and demolding, as well as auxiliary processes needed for production. Transportation of components and their erection are also outlined. The document classifies manufacturing methods as either stationary "stand" molds or moving "flow" molds in an assembly line.
This document discusses different methods for manufacturing precast concrete components, including factory prefabrication, site precasting, and semi-mechanized and fully-mechanized production. It describes the main processes like forming, reinforcement, pouring, curing, and demolding, as well as auxiliary processes. Transportation of the precast elements and their erection are also covered.
SUMMER TRAINING REPORT ON BUILDING CONSTRUCTION.docxNaveenVerma126
This document is a report on a summer training completed by Naveen Verma from July 16th to July 16th 2022 as part of their Civil Engineering degree. The training took place at the Uttar Pradesh Nirman Nigam construction site of a Homeopathic Hospital building near Alambagh Station in Lucknow, Uttar Pradesh. During the training, Naveen learned about construction processes like excavation, formwork, construction steps, and safety protocols. They gained practical experience in surveying, layout works, and witnessed different types of footings like isolated, combined, and raft footings being used at the construction site.
The document discusses the construction technology used in the Putrajaya International Convention Centre (PICC) building in Malaysia. It describes the building's piled foundation, which is suitable for supporting the multi-story structure. Suspended concrete slabs are used for the floors due to their ability to bear high loads and span between supports. Diagrams show details of the piled foundation and suspended slab construction.
The document discusses the construction technology used in the Putrajaya International Convention Centre (PICC) building in Malaysia. It describes the building's piled foundation, which is suitable for supporting the multi-story structure. Suspended concrete slabs are used for the floors due to their ability to bear high loads and span between supports. Diagrams show details of the piled foundation and suspended slab construction.
The document discusses the construction technology used in the Putrajaya International Convention Centre (PICC) building in Malaysia. It describes the building's piled foundation, which is suitable for supporting the multi-story structure. Suspended concrete slabs are used for the floors due to their ability to bear high loads and span between supports. Diagrams show details of the piled foundation and suspended slab construction.
Steel structure truss force analysis.pptxwendy cai
Steel joist generally consists of top chord, bottom chord and web. Its force is different from that of ordinary beams: the top chord is compressed and the bottom chord is tensile, forming a force couple to balance the bending moment generated by external load; the vertical component of axial force of diagonal web bar is used to balance the shear force generated by external load. Each rod unit is an axial tensile or axial compressive member without bending moment and shear force, and this feature can make the strength of the material to be fully utilized.
study of usage factor in low cost constructionManisha Singh
Prefabrication involves assembling components of a structure in a factory and transporting them to the construction site. It has advantages like reduced cost, material, and time compared to traditional construction. Precast concrete components like walls, beams, slabs are produced in a controlled factory environment and assembled on-site. Prefabrication requires planning for transportation, lifting equipment, installation, and connections between components. While it offers benefits, it also has challenges like handling of large precast units and achieving monolithic joint connections.
The CCTV Headquarters in Beijing, China was designed by Rem Koolhaas and completed in 2012. It uses a diagrid structural system to support its unusual sloping tower form and large cantilevered overhang. This complex form presented challenges like instability and high seismic loads that were addressed through a continuous diagrid frame, transfer trusses, a piled raft foundation, and structural connections designed to smoothly transfer loads. Construction involved building the towers in stages and incrementally connecting the cantilevered overhang sections.
The document discusses construction methods for building projects. It describes two main methods:
1) Bottom-Up, where the basement structure is built from the bottom up using scaffolding, with the bottommost basement plate cast first before proceeding upward.
2) Top-Down, where the lower structure is carried out simultaneously with excavation, with the order of beams and floors starting from top to bottom, supported by a temporary pole structure during construction.
Factors like cost, time, technology, and land conditions affect the chosen method. Contractors will propose a method during pre-construction meetings using drawings and descriptions. Strategies and methods must be planned to aid implementation.
This document discusses prefabricated concrete columns. It defines prefabrication as assembling building components in a factory and transporting them to the construction site. Precast concrete columns can be single or double-story height and are made in modular designs to accommodate different heights. Columns have widths of 300mm, 450mm, or 600mm and can be rectangular or circular. Connection methods between the column and foundation include cast-in base plates, dowel tubes, or projections. The manufacturing process for precast concrete components involves 10 main steps including installing molds and reinforcement, pouring and vibrating concrete, curing, and removing molds.
The construction of a new railway track involves three main stages: earth work to prepare the formation, plate laying which involves laying rails and sleepers, and laying of ballast. There are different methods for plate laying such as the tramline method, telescopic method, and American method. Maintenance of the track is also important and involves daily inspection and maintenance as well as periodic maintenance to detect defects.
This document discusses considerations for rigging selection and lift point design for heavy lift projects. It provides three examples of heavy lift projects utilizing different rigging systems and lift point designs. Research conducted on doubled sling force distribution found that current recommendations of a 55/45 tension ratio are too conservative, having implications for lift point moment design. A knowledge-based system called H-LIFT was developed to assist in evaluating rigging schemes and component design.
This document is a report on a site visit conducted by students to a construction site in Subang Jaya where a TNB building was being constructed. The report includes details about the construction process observed on site such as piling, excavation and use of precast concrete piles. It also discusses the objectives of the site visit which were to understand construction basics, safety precautions, building materials and technologies used. The methodology section explains the basic components of scaffolding including standards, ledgers, transoms and different types of braces used to reinforce scaffolding structures. Safety precautions for scaffolding are also outlined.
This document provides an overview of prefabricated modular structures. It discusses the introduction and features of prefabricated structures, comparing them to site-cast structures. It outlines the design concept, components, types of precast systems including large panel, frame, and lift-slab systems. It also discusses design considerations, equipment used, assembly process, scheduling, advantages including reduced costs and time, limitations, and concludes with examples of prefabricated hospital structures.
Erection of structural components in precast constructionsParamaAthmeka
The document discusses the process of erecting structural components in prefabricated structures. It emphasizes the importance of proper planning, preparation, and following assembly plans to ensure effective and quality installation. Key steps in the erection process include setting out locations, lifting and installing vertical/horizontal members, grouting joints, and casting joints. Safety precautions must also be followed during erection. The document provides details on good practices at each stage and references codes of practice for prefabricated concrete erection.
The document discusses prefabrication principles including definitions, needs, advantages, disadvantages, requirements for planning prefabricated plants, and modular coordination concepts. Prefabrication involves assembling building components off-site and transporting them for on-site construction. It offers benefits like reduced costs, time, and waste but requires careful handling and transportation. Planning prefabricated plants involves selecting types, locations, production processes, and optimized layouts. Modular coordination standardizes dimensions using basic modules to facilitate prefabrication and industrialization.
Contents
Introduction
Features
Comparison
Design concept
Components
Types of precast system
Design consideration
Equipments
Assembling
scheduling
Advantages
Limitations
Conclusion
references
THIS PRESENTATION ON PRECAST MODULAR STRUCTURES IS MADE SPECIALLY FOR EVERYONE TO KNOW THE CONCEPT OF PRECAST MODULAR STRUCTURES RELATED TO ENGINEERING........
SO HAVE A NICE READING GUYS.
The document discusses precast concrete construction. It defines precast concrete as concrete that is cast in reusable molds and cured in a controlled environment off-site before being transported to the construction site. Benefits of precast construction include better quality control during curing, less weather dependence, faster construction time, and lower costs. Examples of precast concrete applications include buildings, bridges, retaining walls, and transportation products. The document also discusses design considerations, formwork, casting, handling, transportation and erection of precast concrete elements.
This document discusses different methods for manufacturing precast concrete components, including factory prefabrication, site precasting, and semi-mechanized and fully-mechanized production. It describes the main processes like forming, reinforcement, pouring, curing, and demolding, as well as auxiliary processes needed for production. Transportation of components and their erection are also outlined. The document classifies manufacturing methods as either stationary "stand" molds or moving "flow" molds in an assembly line.
This document discusses different methods for manufacturing precast concrete components, including factory prefabrication, site precasting, and semi-mechanized and fully-mechanized production. It describes the main processes like forming, reinforcement, pouring, curing, and demolding, as well as auxiliary processes. Transportation of the precast elements and their erection are also covered.
SUMMER TRAINING REPORT ON BUILDING CONSTRUCTION.docxNaveenVerma126
This document is a report on a summer training completed by Naveen Verma from July 16th to July 16th 2022 as part of their Civil Engineering degree. The training took place at the Uttar Pradesh Nirman Nigam construction site of a Homeopathic Hospital building near Alambagh Station in Lucknow, Uttar Pradesh. During the training, Naveen learned about construction processes like excavation, formwork, construction steps, and safety protocols. They gained practical experience in surveying, layout works, and witnessed different types of footings like isolated, combined, and raft footings being used at the construction site.
The document discusses the construction technology used in the Putrajaya International Convention Centre (PICC) building in Malaysia. It describes the building's piled foundation, which is suitable for supporting the multi-story structure. Suspended concrete slabs are used for the floors due to their ability to bear high loads and span between supports. Diagrams show details of the piled foundation and suspended slab construction.
The document discusses the construction technology used in the Putrajaya International Convention Centre (PICC) building in Malaysia. It describes the building's piled foundation, which is suitable for supporting the multi-story structure. Suspended concrete slabs are used for the floors due to their ability to bear high loads and span between supports. Diagrams show details of the piled foundation and suspended slab construction.
The document discusses the construction technology used in the Putrajaya International Convention Centre (PICC) building in Malaysia. It describes the building's piled foundation, which is suitable for supporting the multi-story structure. Suspended concrete slabs are used for the floors due to their ability to bear high loads and span between supports. Diagrams show details of the piled foundation and suspended slab construction.
Similar to Construction method of steel structure space frame .pptx (20)
Steel structure truss force analysis.pptxwendy cai
Steel joist generally consists of top chord, bottom chord and web. Its force is different from that of ordinary beams: the top chord is compressed and the bottom chord is tensile, forming a force couple to balance the bending moment generated by external load; the vertical component of axial force of diagonal web bar is used to balance the shear force generated by external load. Each rod unit is an axial tensile or axial compressive member without bending moment and shear force, and this feature can make the strength of the material to be fully utilized.
What are the advantages and disadvantages of membrane structures.pptxwendy cai
Overall, membrane structures have many significant advantages, but there are also some disadvantages. When choosing whether or not to use membrane structure, it is necessary to consider its advantages and disadvantages as well as the specific architectural needs and environmental conditions.
Several methods of surface treatment for structural steel fastenerswendy cai
Almost all commercial fasteners are made of carbon steel, alloy steel, and generally corrosion-resistant requirements, so the plating of the surface treatment must be firmly attached and not fall off during installation and removal. On the other hand, for threaded fasteners, the plating also needs to be thin enough that the threads can still be screwed together after plating. The plating generally has a lower temperature limit than the fastener material, so the operating temperature requirements of the fastener also need to be considered. The main purpose of surface treatment is aesthetics and corrosion protection. Since the main function of fasteners is to fasten parts and components, and the surface treatment also has a great impact on its fastening performance. Therefore, when selecting a surface treatment process, factors such as the torque and preload consistency of the fastener should be considered.
Nodal seismic construction requirements.pptxwendy cai
Seismic construction requirements aim to ensure the safety of buildings in earthquake-prone areas. Regulations specify nodal seismic design and construction practices that reinforce building foundations and structures to withstand shaking and ground movement. Contractors must follow all seismic standards to build structures that protect lives in the event of seismic activity.
Support nodes for large-span coal storage structureswendy cai
The bearing nodes of a lattice structure are the nodes of the space lattice structure associated with the supporting structure. The loads borne by the structure will eventually be transferred to the support, and then transferred to the substructure through the support, so the support plays an extraordinary role in the structure, and it is very important to ensure that the support has sufficient strength. The constraints of the bearing itself should be in accordance with the calculation assumptions in the structural analysis, which is also the technical key in the design of coal storage structure.
Pipe Truss Coal Stroged Shed for Power Plantswendy cai
The project is a prestressed pipe truss, the main structure adopts tensioned arch truss structural system, the bearing adopts spherical hinge bearing, and the truss is a spatial inverted triangle round pipe truss. The span is 185 meters, length is 270 meters and height is 52.128 meters.
What are the advantages of dome glass roofwendy cai
The dome has many advantages such as aesthetics, practicality, environmental protection, etc., and has a wide range of application value in architectural design and practical application.
Which is better, steel or wood construction.pdfwendy cai
the choice of which is better, steel or wood, needs to be evaluated and selected on a case-by-case basis. In the case of needing to bear large loads, requiring strong seismic capacity and long service life, you can choose steel structure; in the case of needing natural style, environmental sustainability, good thermal insulation performance, you can choose wood structure.
Abu Dhabi Armed Force Space Frame Projectwendy cai
This document provides design code, design life, and surface treatment information for an item. Specifically, it lists the design code as AISCD, the design life as 50 years, and the surface treatment as paint. It also includes a URL for more information.
There are generally two explanations for domes;
dome: the space or area of the overhanging hemisphere;
crown, vault: the apex or top of a dome or a dome-shaped surface (such as a street or a bridge facing the central arch), especially the difference in height between the center of the arch of the road and its edges.
Our company is good at space frame structure domes. The grid domes use bolted ball grid as the main structure. The covering material can be divided into blocks according to the size of the grid. Compared with the hyperboloid molding material, the cost is lower.
If you have a similar project to be built, please come to consult us, we will analyze it for you for free!!
website:https://www.cnxzlf.com
Analysis Of Engineering Examples Of Flat Space Frame Structure-Capital Airpor...wendy cai
The A380 hangar is located on the north side of Terminal 3 of the Capital Airport. The total construction area of the project is 64,000 m2, with 3 floors above ground and 1 underground floor. *176.3m, depth 110m, roof elevation + 39.800m. After completion, it can accommodate 4 A380 Airbuses or 2 A380 and 4 B747 large passenger aircrafts at the same time. It is currently the world's largest aircraft maintenance warehouse. The roof structure is a three-layer welded spherical steel space frame with a total area of 39,000 m2 and a total mass of about 7,000 tons.
If you have a similar project to be built, please come to consult us, we will analyze it for you for free!!
website:https://www.cnxzlf.com/solution/aircraft-hangar-airport-terminal-solutions/
The document discusses different types of space frame structures. It describes a square cone welded ball space frame being used for the roof of a large warehouse that is part of the Three Gorges Project in China. The space frame structure helps support the large roof load and participates in the overall structure of the warehouse. It then examines various forms of space frame structures including double-layer, multi-layer, planar quilting systems, quadrangular pyramid systems, and triangular cone systems. Each type is defined and its characteristics and suitable applications are outlined.
The Shanghai stadium adopts bolted ball joints, with strong applicability of the grid frame, high degree of standardization, and convenient installation and transportation.
website:https://www.cnxzlf.com
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...IJECEIAES
Climate change's impact on the planet forced the United Nations and governments to promote green energies and electric transportation. The deployments of photovoltaic (PV) and electric vehicle (EV) systems gained stronger momentum due to their numerous advantages over fossil fuel types. The advantages go beyond sustainability to reach financial support and stability. The work in this paper introduces the hybrid system between PV and EV to support industrial and commercial plants. This paper covers the theoretical framework of the proposed hybrid system including the required equation to complete the cost analysis when PV and EV are present. In addition, the proposed design diagram which sets the priorities and requirements of the system is presented. The proposed approach allows setup to advance their power stability, especially during power outages. The presented information supports researchers and plant owners to complete the necessary analysis while promoting the deployment of clean energy. The result of a case study that represents a dairy milk farmer supports the theoretical works and highlights its advanced benefits to existing plants. The short return on investment of the proposed approach supports the paper's novelty approach for the sustainable electrical system. In addition, the proposed system allows for an isolated power setup without the need for a transmission line which enhances the safety of the electrical network
Null Bangalore | Pentesters Approach to AWS IAMDivyanshu
#Abstract:
- Learn more about the real-world methods for auditing AWS IAM (Identity and Access Management) as a pentester. So let us proceed with a brief discussion of IAM as well as some typical misconfigurations and their potential exploits in order to reinforce the understanding of IAM security best practices.
- Gain actionable insights into AWS IAM policies and roles, using hands on approach.
#Prerequisites:
- Basic understanding of AWS services and architecture
- Familiarity with cloud security concepts
- Experience using the AWS Management Console or AWS CLI.
- For hands on lab create account on [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
# Scenario Covered:
- Basics of IAM in AWS
- Implementing IAM Policies with Least Privilege to Manage S3 Bucket
- Objective: Create an S3 bucket with least privilege IAM policy and validate access.
- Steps:
- Create S3 bucket.
- Attach least privilege policy to IAM user.
- Validate access.
- Exploiting IAM PassRole Misconfiguration
-Allows a user to pass a specific IAM role to an AWS service (ec2), typically used for service access delegation. Then exploit PassRole Misconfiguration granting unauthorized access to sensitive resources.
- Objective: Demonstrate how a PassRole misconfiguration can grant unauthorized access.
- Steps:
- Allow user to pass IAM role to EC2.
- Exploit misconfiguration for unauthorized access.
- Access sensitive resources.
- Exploiting IAM AssumeRole Misconfiguration with Overly Permissive Role
- An overly permissive IAM role configuration can lead to privilege escalation by creating a role with administrative privileges and allow a user to assume this role.
- Objective: Show how overly permissive IAM roles can lead to privilege escalation.
- Steps:
- Create role with administrative privileges.
- Allow user to assume the role.
- Perform administrative actions.
- Differentiation between PassRole vs AssumeRole
Try at [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
Comparative analysis between traditional aquaponics and reconstructed aquapon...bijceesjournal
The aquaponic system of planting is a method that does not require soil usage. It is a method that only needs water, fish, lava rocks (a substitute for soil), and plants. Aquaponic systems are sustainable and environmentally friendly. Its use not only helps to plant in small spaces but also helps reduce artificial chemical use and minimizes excess water use, as aquaponics consumes 90% less water than soil-based gardening. The study applied a descriptive and experimental design to assess and compare conventional and reconstructed aquaponic methods for reproducing tomatoes. The researchers created an observation checklist to determine the significant factors of the study. The study aims to determine the significant difference between traditional aquaponics and reconstructed aquaponics systems propagating tomatoes in terms of height, weight, girth, and number of fruits. The reconstructed aquaponics system’s higher growth yield results in a much more nourished crop than the traditional aquaponics system. It is superior in its number of fruits, height, weight, and girth measurement. Moreover, the reconstructed aquaponics system is proven to eliminate all the hindrances present in the traditional aquaponics system, which are overcrowding of fish, algae growth, pest problems, contaminated water, and dead fish.
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024Sinan KOZAK
Sinan from the Delivery Hero mobile infrastructure engineering team shares a deep dive into performance acceleration with Gradle build cache optimizations. Sinan shares their journey into solving complex build-cache problems that affect Gradle builds. By understanding the challenges and solutions found in our journey, we aim to demonstrate the possibilities for faster builds. The case study reveals how overlapping outputs and cache misconfigurations led to significant increases in build times, especially as the project scaled up with numerous modules using Paparazzi tests. The journey from diagnosing to defeating cache issues offers invaluable lessons on maintaining cache integrity without sacrificing functionality.
3. 1.Aerial
bulk
installatio
n method
High-altitude bulk
installation refers to the
method of total assembling
of small assembled units or
loose par ts directly in the
design position, applicable to
the installation of space
structure such as space frame
and reticulated shell.
4. 2.Split strip
or block
installation
method
This method is based on the characteristics of the composition of the space frame and the ability of lif ting
equipment, the first space frame on the ground into strips or blocks of units, respectively, lif ted by the crane to
the high-altitude design position in place, and then assembled into a whole installation method.
The principle of dividing the size of the strip or block is to adapt the weight of each unit with the existing
lif ting equipment on site. Most of the welding, assembling workload on the ground, is conducive to improving
the quality of the project.
5. 3.slip
constructi
on method
Refers to the slitting of the net frame unit in the
pre-set sliding rail on a single slip to the design
position spliced into a whole installation method.
This strip unit can be put together on the ground
with a crane to the stent, such as insufficient
equipment capacity or other factors, can also be
used for small spelling unit or even loose par ts in
the high altitude assembly platform put together
into a strip unit. Aerial stent is generally located at
one end of the building, slip when the net frame of
the strip unit from one end to the other end.
6. 4.Overall
lifting
method
Af ter the space frame is
assembled on the ground,
single or multiple rods are
used, and one or more cranes
are used to lif t the
construction method.
7. 5.Overall
jacking
method
The space frame is assembled on the ground, using the building load -bearing columns as the suppor t structure
for jacking up, and the jacks are used to jack up the net frame to the design elevation.
8. 6.Overall
lifting
method
The use of lif ting devices will be
assembled on the ground or floor
structure gradually lif ted to the
established position of the construction
method. Using this construction method,
do not need a large crane, equipment
investment is also less, construction
safety and reliability, has a better
synthesis and benefits.