This document provides information on special shaped bricks, including:
1) It describes different types of special shaped bricks like angle bricks, arch bricks, bonding bricks, bullnose bricks, cappings, cill bricks, and more that are used to create distinctive architectural features and designs.
2) It includes diagrams and dimensions for many common special shaped brick types.
3) It explains that Ibstock offers both standard and custom special shaped bricks, as well as a cut and bond service to create custom shapes on site from their brick ranges.
This chapter discusses gender roles and power dynamics within families. It explores how gender roles have changed over time to be more equal but cultural differences still exist. Women now earn higher degrees at higher rates than men but still earn less. While time spent on housework and childcare has decreased for all, women still shoulder a larger burden. Theories like social learning theory and family systems theory aim to explain how gender roles develop. Egalitarian relationships with balanced power tend to be happier than traditional power dynamics.
CFD 163-Chapter 12-Parenthood Joys and ChallengesKim Sutton
This chapter discusses the joys and challenges of parenthood. It notes that married couples and cohabiting couples tend to be happier raising children than single parents. Parental happiness is associated with higher education, financial resources, shared responsibilities, and social support. The chapter also examines parenting styles and their influence on children's development, as well as trends in parenting approaches and the role of fathers.
A 42-year-old male presented with a 17 pound weight gain over the past month, lethargy, and an enlarged liver. Laboratory results found excessive glycogen and fat in the liver, low testosterone, and abnormal calcium levels. The diagnosis was that the patient's smooth endoplasmic reticulum was not functioning properly, leading to issues with calcium regulation, steroid and carbohydrate metabolism, and abnormal fat storage. The cause was determined to be the patient's new high-fat, fast food diet, which overburdened his liver and disrupted smooth endoplasmic reticulum function.
La basura electrónica se refiere a dispositivos eléctricos o electrónicos que han llegado al final de su vida útil y son desechados, como computadoras viejas, celulares, electrodomésticos y reproductores mp3. El documento también menciona algunas reglas para controlar la basura electrónica y proporciona enlaces a sitios web con más información e imágenes sobre este tema.
Masa Kenozoikum adalah masa saat ini dalam Geological Time Scale yang terjadi setelah masa Mesozoikum. Masa ini terbagi menjadi zaman Tersier dan Kwarter, dimana zaman Tersier merupakan zaman perkembangan mamalia di belahan dunia lain selain Indonesia karena sebagian kepulauan Indonesia baru terbentuk pada masa itu, sehingga fosil-fosil yang ditemukan di Indonesia sebagian besar adalah fosil hewan laut.
This chapter discusses gender roles and power dynamics within families. It explores how gender roles have changed over time to be more equal but cultural differences still exist. Women now earn higher degrees at higher rates than men but still earn less. While time spent on housework and childcare has decreased for all, women still shoulder a larger burden. Theories like social learning theory and family systems theory aim to explain how gender roles develop. Egalitarian relationships with balanced power tend to be happier than traditional power dynamics.
CFD 163-Chapter 12-Parenthood Joys and ChallengesKim Sutton
This chapter discusses the joys and challenges of parenthood. It notes that married couples and cohabiting couples tend to be happier raising children than single parents. Parental happiness is associated with higher education, financial resources, shared responsibilities, and social support. The chapter also examines parenting styles and their influence on children's development, as well as trends in parenting approaches and the role of fathers.
A 42-year-old male presented with a 17 pound weight gain over the past month, lethargy, and an enlarged liver. Laboratory results found excessive glycogen and fat in the liver, low testosterone, and abnormal calcium levels. The diagnosis was that the patient's smooth endoplasmic reticulum was not functioning properly, leading to issues with calcium regulation, steroid and carbohydrate metabolism, and abnormal fat storage. The cause was determined to be the patient's new high-fat, fast food diet, which overburdened his liver and disrupted smooth endoplasmic reticulum function.
La basura electrónica se refiere a dispositivos eléctricos o electrónicos que han llegado al final de su vida útil y son desechados, como computadoras viejas, celulares, electrodomésticos y reproductores mp3. El documento también menciona algunas reglas para controlar la basura electrónica y proporciona enlaces a sitios web con más información e imágenes sobre este tema.
Masa Kenozoikum adalah masa saat ini dalam Geological Time Scale yang terjadi setelah masa Mesozoikum. Masa ini terbagi menjadi zaman Tersier dan Kwarter, dimana zaman Tersier merupakan zaman perkembangan mamalia di belahan dunia lain selain Indonesia karena sebagian kepulauan Indonesia baru terbentuk pada masa itu, sehingga fosil-fosil yang ditemukan di Indonesia sebagian besar adalah fosil hewan laut.
Hawaii is one of the most popular vacation sites due to its unique culture, beaches, volcanoes, weather, and geography. The document outlines five main reasons to visit Hawaii - its diverse culture as a melting pot of many races; over 750 miles of beaches with various colored sands; active volcanoes like Kilauea that can be viewed by helicopter; near-perfect weather year round; and each island having its own stunning and varied geography formed by volcanoes, beaches, and waterfalls.
How to Make T-Shirt Graphics Look Realistic in PhotoshopDesignAShirt.com
The document discusses the results of a study on the impact of COVID-19 lockdowns on air pollution. The study found that lockdowns led to significant short-term reductions in nitrogen dioxide and fine particulate matter pollution globally as human activity declined. However, the improvements were temporary and air quality returned to pre-pandemic levels as restrictions eased and activity increased again.
30% of older adults fall at least once per year, with 5% of falls resulting in fractures like hip fractures. Increased fall risk is associated with age, prior falls, use of multiple medications, visual impairments, gait disorders, and other factors. A study of over 3,000 older Dutch adults found that short-acting benzodiazepines are associated with increased fall risk, as are proton pump inhibitors though not to the extent of H2 blockers. Physical frailty and a history of falls are also predictive of future falls. Multifactorial fall prevention programs that address medical, behavioral and environmental risks have not consistently shown reductions in falls rates.
This document discusses independent research. It focuses on research conducted without direct oversight or funding from educational institutions. The research is self-directed by the individual researcher and allows for exploration of topics without constraints typically associated with institutional research projects.
This document is a resume for Laura M. Fitzgerald that outlines her education, work experience, skills, and involvement. She received a B.S. in Wood Products from North Carolina State University in Summer 2016, with a focus on wood products engineering and sustainable materials research. Her work experience includes roles as a Shift Lead at Banfield Pet Hospital since 2012 and as a Lead Event Manager & Coordinator at Belle's Wedding and Event Catering since 2010. She also has skills in Microsoft Office, computer programming, and Solidworks graphic design software.
Access to Social Media Should be Banned in OfficesSimplify360
While most organisations today believe in going all live on various social media channels, there are still a few offices which do not allow the use of Facebook, Twitter, Instagram, for that matter even Google!
Is this actually helping the organisation increase their productivity or affecting it adversely. Here's why Social Media usage should be allowed in offices.
Jackie Linklater wrote a letter thanking Arctic Co-operatives Ltd. for providing her with a practicum experience in their Logistics & Supply Chain Department. She enjoyed working with Adam Barto and Kurt Santos over the past 6 weeks and gained a better understanding of how the supply chain works in the industry. The experience will benefit her future career in logistics and supply chain management. She is grateful for the opportunity and thanks everyone who helped her during the practicum.
This document provides details of wall junctions and types for a building project. It includes:
1) Elevation drawings and details of different wall types where they meet, such as type 2 walls abutting type 3 walls.
2) Notes on wall finishes and materials to be used for new and existing walls. Acoustic and fire safety seals are specified.
3) A key listing the different wall types including their specifications and fire resistance ratings.
This document lists various dental laboratory tools and equipment. It provides the names, product codes, specifications, and brief descriptions of over 150 items including articulators, carvers, forceps, calipers, torches and more. Key details like sizes, capacities, materials and intended uses are specified. Accessories are also outlined for the various articulator models.
The document contains architectural drawings for a construction project including:
1. Elevation drawings showing structural members and dimensions.
2. Floor framing plans identifying beam and joist components.
3. Schedules listing structural members and their properties.
4. Details of reinforcement, bracing installation, and structural connections.
SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - E0CSunit Dhingra
This document contains structural drawings for Alleyn's Lower School including:
1. Floor plans of the ground floor and first floor showing reinforced concrete walls, slabs, columns, and windposts.
2. A roof plan showing timber trusses, steel beams, and a prefabricated brick cornice.
3. Elevations and sections of staircases and structural details.
4. Schedules of structural columns, steel beams, timber rafters and general notes for contractors regarding dimensions and construction.
SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - WATERMANSSunit Dhingra
This document provides details of the structural steelwork and construction for the lower ground floor of a building. It includes a legend explaining the annotations on the drawing. The drawing shows the layout of steel beams, columns, bracing elements and other structural components. A schedule lists the sizes of various plate beams used in the construction. General notes indicate this drawing covers the steel construction up to the ground floor only and provide information on beam sizes and levels.
This document provides structural calculations for the main canopy of a building located in Mumbai. It includes STAAD analysis of the steel structure, material properties, load assumptions, and results of the analysis. Key sections analyzed include the outer MS frame, inner MS frame, supporting MS pipes and tubes. Loads considered are self-weight, wind load, and live load. The analysis checks the steel structure for deflection under these loads.
The document provides information about the Intelok steel framing system from Vantrunk. It describes the Intelok channel as having serrated flanges which increase slip resistance when used with channel nuts. The channel comes in deep and shallow profiles and can be plain or slotted. Tables give load ratings and span capabilities for different channel sizes. Information is provided on ordering lengths, finishes and part numbers for the channel system.
Design and planning of hostel building by vijayanVijayan S
This document presents the planning and design of a hostel building with G+4 stories. It includes the objectives, various loads considered, design of structural elements like slab, beam, column, footing and staircase. AutoCAD was used to design the plan, elevation and structural details. The building will have 102 rooms on each floor to accommodate 900 students. All structural designs like slab, beam, column etc. were done based on Indian codes and standards. Reinforcement details are provided for various elements. The concluded that the design is safe and reliable to be constructed.
Growhouse Coldframe Upright Assembly Instructions - for Winter Gardening ~ Willab Garden
`
For more information, Please see websites below:
`
Organic Edible Schoolyards & Gardening with Children =
http://scribd.com/doc/239851214 ~
`
Double Food Production from your School Garden with Organic Tech =
http://scribd.com/doc/239851079 ~
`
Free School Gardening Art Posters =
http://scribd.com/doc/239851159 ~
`
Increase Food Production with Companion Planting in your School Garden =
http://scribd.com/doc/239851159 ~
`
Healthy Foods Dramatically Improves Student Academic Success =
http://scribd.com/doc/239851348 ~
`
City Chickens for your Organic School Garden =
http://scribd.com/doc/239850440 ~
`
Huerto Ecológico, Tecnologías Sostenibles, Agricultura Organica
http://scribd.com/doc/239850233
`
Simple Square Foot Gardening for Schools - Teacher Guide =
http://scribd.com/doc/239851110 ~
Hawaii is one of the most popular vacation sites due to its unique culture, beaches, volcanoes, weather, and geography. The document outlines five main reasons to visit Hawaii - its diverse culture as a melting pot of many races; over 750 miles of beaches with various colored sands; active volcanoes like Kilauea that can be viewed by helicopter; near-perfect weather year round; and each island having its own stunning and varied geography formed by volcanoes, beaches, and waterfalls.
How to Make T-Shirt Graphics Look Realistic in PhotoshopDesignAShirt.com
The document discusses the results of a study on the impact of COVID-19 lockdowns on air pollution. The study found that lockdowns led to significant short-term reductions in nitrogen dioxide and fine particulate matter pollution globally as human activity declined. However, the improvements were temporary and air quality returned to pre-pandemic levels as restrictions eased and activity increased again.
30% of older adults fall at least once per year, with 5% of falls resulting in fractures like hip fractures. Increased fall risk is associated with age, prior falls, use of multiple medications, visual impairments, gait disorders, and other factors. A study of over 3,000 older Dutch adults found that short-acting benzodiazepines are associated with increased fall risk, as are proton pump inhibitors though not to the extent of H2 blockers. Physical frailty and a history of falls are also predictive of future falls. Multifactorial fall prevention programs that address medical, behavioral and environmental risks have not consistently shown reductions in falls rates.
This document discusses independent research. It focuses on research conducted without direct oversight or funding from educational institutions. The research is self-directed by the individual researcher and allows for exploration of topics without constraints typically associated with institutional research projects.
This document is a resume for Laura M. Fitzgerald that outlines her education, work experience, skills, and involvement. She received a B.S. in Wood Products from North Carolina State University in Summer 2016, with a focus on wood products engineering and sustainable materials research. Her work experience includes roles as a Shift Lead at Banfield Pet Hospital since 2012 and as a Lead Event Manager & Coordinator at Belle's Wedding and Event Catering since 2010. She also has skills in Microsoft Office, computer programming, and Solidworks graphic design software.
Access to Social Media Should be Banned in OfficesSimplify360
While most organisations today believe in going all live on various social media channels, there are still a few offices which do not allow the use of Facebook, Twitter, Instagram, for that matter even Google!
Is this actually helping the organisation increase their productivity or affecting it adversely. Here's why Social Media usage should be allowed in offices.
Jackie Linklater wrote a letter thanking Arctic Co-operatives Ltd. for providing her with a practicum experience in their Logistics & Supply Chain Department. She enjoyed working with Adam Barto and Kurt Santos over the past 6 weeks and gained a better understanding of how the supply chain works in the industry. The experience will benefit her future career in logistics and supply chain management. She is grateful for the opportunity and thanks everyone who helped her during the practicum.
This document provides details of wall junctions and types for a building project. It includes:
1) Elevation drawings and details of different wall types where they meet, such as type 2 walls abutting type 3 walls.
2) Notes on wall finishes and materials to be used for new and existing walls. Acoustic and fire safety seals are specified.
3) A key listing the different wall types including their specifications and fire resistance ratings.
This document lists various dental laboratory tools and equipment. It provides the names, product codes, specifications, and brief descriptions of over 150 items including articulators, carvers, forceps, calipers, torches and more. Key details like sizes, capacities, materials and intended uses are specified. Accessories are also outlined for the various articulator models.
The document contains architectural drawings for a construction project including:
1. Elevation drawings showing structural members and dimensions.
2. Floor framing plans identifying beam and joist components.
3. Schedules listing structural members and their properties.
4. Details of reinforcement, bracing installation, and structural connections.
SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - E0CSunit Dhingra
This document contains structural drawings for Alleyn's Lower School including:
1. Floor plans of the ground floor and first floor showing reinforced concrete walls, slabs, columns, and windposts.
2. A roof plan showing timber trusses, steel beams, and a prefabricated brick cornice.
3. Elevations and sections of staircases and structural details.
4. Schedules of structural columns, steel beams, timber rafters and general notes for contractors regarding dimensions and construction.
SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - WATERMANSSunit Dhingra
This document provides details of the structural steelwork and construction for the lower ground floor of a building. It includes a legend explaining the annotations on the drawing. The drawing shows the layout of steel beams, columns, bracing elements and other structural components. A schedule lists the sizes of various plate beams used in the construction. General notes indicate this drawing covers the steel construction up to the ground floor only and provide information on beam sizes and levels.
This document provides structural calculations for the main canopy of a building located in Mumbai. It includes STAAD analysis of the steel structure, material properties, load assumptions, and results of the analysis. Key sections analyzed include the outer MS frame, inner MS frame, supporting MS pipes and tubes. Loads considered are self-weight, wind load, and live load. The analysis checks the steel structure for deflection under these loads.
The document provides information about the Intelok steel framing system from Vantrunk. It describes the Intelok channel as having serrated flanges which increase slip resistance when used with channel nuts. The channel comes in deep and shallow profiles and can be plain or slotted. Tables give load ratings and span capabilities for different channel sizes. Information is provided on ordering lengths, finishes and part numbers for the channel system.
Design and planning of hostel building by vijayanVijayan S
This document presents the planning and design of a hostel building with G+4 stories. It includes the objectives, various loads considered, design of structural elements like slab, beam, column, footing and staircase. AutoCAD was used to design the plan, elevation and structural details. The building will have 102 rooms on each floor to accommodate 900 students. All structural designs like slab, beam, column etc. were done based on Indian codes and standards. Reinforcement details are provided for various elements. The concluded that the design is safe and reliable to be constructed.
Growhouse Coldframe Upright Assembly Instructions - for Winter Gardening ~ Willab Garden
`
For more information, Please see websites below:
`
Organic Edible Schoolyards & Gardening with Children =
http://scribd.com/doc/239851214 ~
`
Double Food Production from your School Garden with Organic Tech =
http://scribd.com/doc/239851079 ~
`
Free School Gardening Art Posters =
http://scribd.com/doc/239851159 ~
`
Increase Food Production with Companion Planting in your School Garden =
http://scribd.com/doc/239851159 ~
`
Healthy Foods Dramatically Improves Student Academic Success =
http://scribd.com/doc/239851348 ~
`
City Chickens for your Organic School Garden =
http://scribd.com/doc/239850440 ~
`
Huerto Ecológico, Tecnologías Sostenibles, Agricultura Organica
http://scribd.com/doc/239850233
`
Simple Square Foot Gardening for Schools - Teacher Guide =
http://scribd.com/doc/239851110 ~
This document provides information on earthing stubs and equipment for substations manufactured by Thorne and Derrick UK. It includes:
1. Details on different types of earthing stubs for aluminium and bronze with varying diameters, lengths, and bolt fixing centers for mounting in substations at voltages from 132kV to 400kV.
2. Instructions for mounting the stubs in stipulated positions in aluminium or copper busbar substations, including the optional use of corona shields on some aluminium stubs.
3. Images and codes for identifying the various earthing stub models along with their suitable applications.
This document contains drawings and specifications for an exhibition stand design. It includes front, top, and perspective views showing the overall layout. Dimensions and allowances for lighting, electrical distribution, and other features are provided. Additional drawings show details like shelf designs and counter features. The design is intended for a Rockport UK exhibition stand at the NEC event.
This document contains plans and diagrams for an Aldi grocery store layout and design. It includes sections for produce, ice cream, desserts, vegetables, potatoes, fish/seafood, meals, butter/fats, meat, bread, milk, juice, cheese, eggs, flour/sugar, ambient products, flowers, and refrigerated items. It also outlines the locations for checkout areas, signage, shelving, refrigeration cabinets, and other store fixtures and features. Dimensions and materials are specified for walls, panels, signage, and other architectural elements.
The document discusses wellheads and their components. It describes how wellheads are made up of multiple pieces including the casing head, casing hangers, spools, tubing hangers, master valves, and flow trees. It provides pictures and descriptions of these individual components and how they assemble to form the full wellhead. It also discusses design considerations, installation procedures, sealing methods, and testing of wellhead equipment.
The document provides information about Kingsmill, a manufacturer of earthing and lightning protection equipment. It describes their manufacturing processes and materials used to produce copper earth bars, fittings, insulators, and galvanized steel bases. Standard sizes and specifications for earth bars, disconnecting links, insulators, and 600A and 1000A earth bars are shown in tables.
The document provides information about Kingsmill, a manufacturer of earthing and lightning protection equipment. It describes their manufacturing processes and materials used to produce copper earth bars, fittings, insulators, and galvanized steel bases. Standard sizes and specifications for earth bars, disconnecting links, insulators, and 600A and 1000A earth bars are shown in tables.
The document provides information about Kingsmill, a manufacturer of earthing and lightning protection equipment. It describes their manufacturing processes and materials used to produce copper earth bars, fittings, insulators, and galvanized steel bases. Standard sizes and specifications for earth bars, disconnecting links, insulators, and 600A and 1000A earth bars are shown in tables.
The document provides information about Kingsmill, a manufacturer of earthing and lightning protection equipment. It describes their manufacturing processes and materials used to produce copper earth bars, fittings, insulators, and galvanized steel bases. Standard sizes and specifications for various earth bar models are shown in tables, including single, twin, and no disconnecting link options.
The document provides information about Kingsmill, a manufacturer of earthing and lightning protection equipment. It describes their manufacturing processes and materials used to produce copper earth bars, fittings, insulators, and galvanized steel bases. Standard sizes and specifications for earth bars, disconnecting links, insulators, and 600A and 1000A earth bars are shown in tables.
The document provides specifications for earth bars manufactured by Kingsmill, including materials, sizes, and features. Standard earth bars come in sizes from 6-way to 30-way and are made of copper bar, brass fittings, reinforced polyester insulators, and a powder coated steel base. Specialty earth bars can include disconnecting links for testing. The manufacturer provides consistent quality control in their dedicated factory.
The document provides information about Kingsmill, a manufacturer of earthing and lightning protection equipment. It describes their manufacturing processes and materials used to produce copper earth bars, fittings, insulators, and galvanized steel bases. Standard sizes and specifications for earth bars, disconnecting links, insulators, and 600A and 1000A earth bars are shown in tables.
Improving the viability of probiotics by encapsulation methods for developmen...Open Access Research Paper
The popularity of functional foods among scientists and common people has been increasing day by day. Awareness and modernization make the consumer think better regarding food and nutrition. Now a day’s individual knows very well about the relation between food consumption and disease prevalence. Humans have a diversity of microbes in the gut that together form the gut microflora. Probiotics are the health-promoting live microbial cells improve host health through gut and brain connection and fighting against harmful bacteria. Bifidobacterium and Lactobacillus are the two bacterial genera which are considered to be probiotic. These good bacteria are facing challenges of viability. There are so many factors such as sensitivity to heat, pH, acidity, osmotic effect, mechanical shear, chemical components, freezing and storage time as well which affects the viability of probiotics in the dairy food matrix as well as in the gut. Multiple efforts have been done in the past and ongoing in present for these beneficial microbial population stability until their destination in the gut. One of a useful technique known as microencapsulation makes the probiotic effective in the diversified conditions and maintain these microbe’s community to the optimum level for achieving targeted benefits. Dairy products are found to be an ideal vehicle for probiotic incorporation. It has been seen that the encapsulated microbial cells show higher viability than the free cells in different processing and storage conditions as well as against bile salts in the gut. They make the food functional when incorporated, without affecting the product sensory characteristics.
Optimizing Post Remediation Groundwater Performance with Enhanced Microbiolog...Joshua Orris
Results of geophysics and pneumatic injection pilot tests during 2003 – 2007 yielded significant positive results for injection delivery design and contaminant mass treatment, resulting in permanent shut-down of an existing groundwater Pump & Treat system.
Accessible source areas were subsequently removed (2011) by soil excavation and treated with the placement of Emulsified Vegetable Oil EVO and zero-valent iron ZVI to accelerate treatment of impacted groundwater in overburden and weathered fractured bedrock. Post pilot test and post remediation groundwater monitoring has included analyses of CVOCs, organic fatty acids, dissolved gases and QuantArray® -Chlor to quantify key microorganisms (e.g., Dehalococcoides, Dehalobacter, etc.) and functional genes (e.g., vinyl chloride reductase, methane monooxygenase, etc.) to assess potential for reductive dechlorination and aerobic cometabolism of CVOCs.
In 2022, the first commercial application of MetaArray™ was performed at the site. MetaArray™ utilizes statistical analysis, such as principal component analysis and multivariate analysis to provide evidence that reductive dechlorination is active or even that it is slowing. This creates actionable data allowing users to save money by making important site management decisions earlier.
The results of the MetaArray™ analysis’ support vector machine (SVM) identified groundwater monitoring wells with a 80% confidence that were characterized as either Limited for Reductive Decholorination or had a High Reductive Reduction Dechlorination potential. The results of MetaArray™ will be used to further optimize the site’s post remediation monitoring program for monitored natural attenuation.
ENVIRONMENT~ Renewable Energy Sources and their future prospects.tiwarimanvi3129
This presentation is for us to know that how our Environment need Attention for protection of our natural resources which are depleted day by day that's why we need to take time and shift our attention to renewable energy sources instead of non-renewable sources which are better and Eco-friendly for our environment. these renewable energy sources are so helpful for our planet and for every living organism which depends on environment.
Presented by The Global Peatlands Assessment: Mapping, Policy, and Action at GLF Peatlands 2024 - The Global Peatlands Assessment: Mapping, Policy, and Action
Epcon is One of the World's leading Manufacturing Companies.EpconLP
Epcon is One of the World's leading Manufacturing Companies. With over 4000 installations worldwide, EPCON has been pioneering new techniques since 1977 that have become industry standards now. Founded in 1977, Epcon has grown from a one-man operation to a global leader in developing and manufacturing innovative air pollution control technology and industrial heating equipment.
Climate Change All over the World .pptxsairaanwer024
Climate change refers to significant and lasting changes in the average weather patterns over periods ranging from decades to millions of years. It encompasses both global warming driven by human emissions of greenhouse gases and the resulting large-scale shifts in weather patterns. While climate change is a natural phenomenon, human activities, particularly since the Industrial Revolution, have accelerated its pace and intensity
Kinetic studies on malachite green dye adsorption from aqueous solutions by A...Open Access Research Paper
Water polluted by dyestuffs compounds is a global threat to health and the environment; accordingly, we prepared a green novel sorbent chemical and Physical system from an algae, chitosan and chitosan nanoparticle and impregnated with algae with chitosan nanocomposite for the sorption of Malachite green dye from water. The algae with chitosan nanocomposite by a simple method and used as a recyclable and effective adsorbent for the removal of malachite green dye from aqueous solutions. Algae, chitosan, chitosan nanoparticle and algae with chitosan nanocomposite were characterized using different physicochemical methods. The functional groups and chemical compounds found in algae, chitosan, chitosan algae, chitosan nanoparticle, and chitosan nanoparticle with algae were identified using FTIR, SEM, and TGADTA/DTG techniques. The optimal adsorption conditions, different dosages, pH and Temperature the amount of algae with chitosan nanocomposite were determined. At optimized conditions and the batch equilibrium studies more than 99% of the dye was removed. The adsorption process data matched well kinetics showed that the reaction order for dye varied with pseudo-first order and pseudo-second order. Furthermore, the maximum adsorption capacity of the algae with chitosan nanocomposite toward malachite green dye reached as high as 15.5mg/g, respectively. Finally, multiple times reusing of algae with chitosan nanocomposite and removing dye from a real wastewater has made it a promising and attractive option for further practical applications.
Evolving Lifecycles with High Resolution Site Characterization (HRSC) and 3-D...Joshua Orris
The incorporation of a 3DCSM and completion of HRSC provided a tool for enhanced, data-driven, decisions to support a change in remediation closure strategies. Currently, an approved pilot study has been obtained to shut-down the remediation systems (ISCO, P&T) and conduct a hydraulic study under non-pumping conditions. A separate micro-biological bench scale treatability study was competed that yielded positive results for an emerging innovative technology. As a result, a field pilot study has commenced with results expected in nine-twelve months. With the results of the hydraulic study, field pilot studies and an updated risk assessment leading site monitoring optimization cost lifecycle savings upwards of $15MM towards an alternatively evolved best available technology remediation closure strategy.
Microbial characterisation and identification, and potability of River Kuywa ...Open Access Research Paper
Water contamination is one of the major causes of water borne diseases worldwide. In Kenya, approximately 43% of people lack access to potable water due to human contamination. River Kuywa water is currently experiencing contamination due to human activities. Its water is widely used for domestic, agricultural, industrial and recreational purposes. This study aimed at characterizing bacteria and fungi in river Kuywa water. Water samples were randomly collected from four sites of the river: site A (Matisi), site B (Ngwelo), site C (Nzoia water pump) and site D (Chalicha), during the dry season (January-March 2018) and wet season (April-July 2018) and were transported to Maseno University Microbiology and plant pathology laboratory for analysis. The characterization and identification of bacteria and fungi were carried out using standard microbiological techniques. Nine bacterial genera and three fungi were identified from Kuywa river water. Clostridium spp., Staphylococcus spp., Enterobacter spp., Streptococcus spp., E. coli, Klebsiella spp., Shigella spp., Proteus spp. and Salmonella spp. Fungi were Fusarium oxysporum, Aspergillus flavus complex and Penicillium species. Wet season recorded highest bacterial and fungal counts (6.61-7.66 and 3.83-6.75cfu/ml) respectively. The results indicated that the river Kuywa water is polluted and therefore unsafe for human consumption before treatment. It is therefore recommended that the communities to ensure that they boil water especially for drinking.
Recycling and Disposal on SWM Raymond Einyu pptxRayLetai1
Increasing urbanization, rural–urban migration, rising standards of living, and rapid development associated with population growth have resulted in increased solid waste generation by industrial, domestic and other activities in Nairobi City. It has been noted in other contexts too that increasing population, changing consumption patterns, economic development, changing income, urbanization and industrialization all contribute to the increased generation of waste.
With the increasing urban population in Kenya, which is estimated to be growing at a rate higher than that of the country’s general population, waste generation and management is already a major challenge. The industrialization and urbanization process in the country, dominated by one major city – Nairobi, which has around four times the population of the next largest urban centre (Mombasa) – has witnessed an exponential increase in the generation of solid waste. It is projected that by 2030, about 50 per cent of the Kenyan population will be urban.
Aim:
A healthy, safe, secure and sustainable solid waste management system fit for a world – class city.
Improve and protect the public health of Nairobi residents and visitors.
Ecological health, diversity and productivity and maximize resource recovery through the participatory approach.
Goals:
Build awareness and capacity for source separation as essential components of sustainable waste management.
Build new environmentally sound infrastructure and systems for safe disposal of residual waste and replacing current dumpsites which should be commissioned.
Current solid waste management situation:
The status.
Solid waste generation rate is at 2240 tones / day
collection efficiently is at about 50%.
Actors i.e. city authorities, CBO’s , private firms and self-disposal
Current SWM Situation in Nairobi City:
Solid waste generation – collection – dumping
Good Practices:
• Separation – recycling – marketing.
• Open dumpsite dandora dump site through public education on source separation of waste, of which the situation can be reversed.
• Nairobi is one of the C40 cities in this respect , various actors in the solid waste management space have adopted a variety of technologies to reduce short lived climate pollutants including source separation , recycling , marketing of the recycled products.
• Through the network, it should expect to benefit from expertise of the different actors in the network in terms of applicable technologies and practices in reducing the short-lived climate pollutants.
Good practices:
Despite the dismal collection of solid waste in Nairobi city, there are practices and activities of informal actors (CBOs, CBO-SACCOs and yard shop operators) and other formal industrial actors on solid waste collection, recycling and waste reduction.
Practices and activities of these actor groups are viewed as innovations with the potential to change the way solid waste is handled.
CHALLENGES:
• Resource Allocation.
2. 125
the shape of things to come
At Ibstock we view Special Shaped Bricks as the unique
design elements to knit brickwork together.
They provide architects and designers with the freedom
to create distinctive buildings, providing limitless design
solutions in clay masonry.
The Ibstock Specials section illustrates the
most popular British Standard and Ibstock
Special Shaped Bricks which are used by our
customers. These are arranged in the brochure
in alphabetical order and by special type.
The individual sections provide drawings and
dimension tables of the bricks in the standard
size options. All the fair faces of the specials
are shown as shaded areas.
MemorialChapel,Pangbourne,Berkshire|WestbrickPinbrookMulti
17416_118_137 11/10/04 2:44 PM Page 125
3. 126
1 2 3
4 5 6
7 8 9
10 11 12
Page No. No. Name Code Applications
127 -129 1 Angle & Cant Bricks AN • Bricks to turn brickwork through angles on plan.
• Vertical and horizontal chamfers to brickwork
for doors and window openings.
• Chamfered cappings to walls.
130 2 Arch Bricks AR • Various profile double taper bricks to form
arched openings.
131 3 Bonding Bricks BD • Specials to make brickwork bond.
• Stop ends to brick on edge capping.
• Popular Ibstock cill special.
• Non standard cuboid bricks.
132-136 4 Bullnose Bricks BN • Vertical and horizontal curves to brickwork
for doors and windows.
• Subtle curves to projecting brickwork.
• Curved capping details to walls.
137 -141 5 Cappings & Copings CP • Flush and overhanging specials to cap or cope
the tops of freestanding walls and parapets.
142 -143 6 Cill Bricks C • Ibstock shapes designed for durable brick
cills to openings.
144 -146 7 Plinth Bricks PL • Splayed bricks that create changes in depth
to brickwork elevations.
147 8 Radial Bricks RD • Shapes for curved brickwork on plan.
148 -149 9 Shelf Angle Bricks SA • Brick shapes designed to disguise standard
elements in brickwork construction.
149 10 Slip Bricks SL • Thin brick faces for cladding and refurbishment.
150 11 Soldier Bricks SD • Returns for soldier courses in brickwork.
151 12 Spiral Bricks SP • Curved shapes to form decorative columns
and chimneys.
152 13 Universal Joint Bricks UJ • Decorative specials used to turn brickwork
through any angle on plan.(incl. EasyAngle®)
special shapes | a quick guide
Cut & Bond Service
In addition to supplying manufactured
special shaped bricks, Ibstock offers a
comprehensive and efficient cut and
bond service for all types of brick and
stone. Cut and bonded special shapes,
from the extensive Ibstock brick range,
can be supplied direct or bricks
collected from site with re-delivery of
your special shapes in a timescale to
meet your requirements. For more
information about cut & bonded
special shaped bricks contact your local
sales office on 0870 903 4000.
13
17416_118_137 11/10/04 2:44 PM Page 126
4. 127
This section shows special shaped bricks that turn brickwork through angles; and cant bricks that create chamfered vertical and horizontal features.
These British Standard capping bricks along with Ibstock’s own special shapes fulfil most applications and many are available in the Caplock™ format.
Type No. A B C D E a
AN.1.1+ 164 102 65 51 89 30°
AN.1.2+ 164 102 65 51 94 45°
AN.1.3+ 164 102 65 51 117 60°
Type No. A B C D a
AN.3.1+ 164 102 65 51 30°
AN.3.2+ 164 102 65 51 45°
AN.3.3+ 164 102 65 51 60°
AN.3.4 159 102 65 102 30°
AN.3.5 159 102 65 102 45°
AN.3.6 159 102 65 102 60°
AN.3.7+ 215 102 65 102 30°
AN.3.8+ 215 102 65 102 45°
AN.3.9+ 215 102 65 102 60°
Type No. A B C D E
AN.5.1 215 102 65 46 159
AN.5.2 215 102 65 60 173
B
C
A
D L.H. SHOWN
E
90°
a
AN.1 Squint Brick (Left & Right Hand)
B
C
A
D L.H. SHOWN
α
AN.2 External Angle (Left & Right Hand)
B
C
A
D L.H. SHOWN
α
AN.3 Internal Angle (Dog Leg) (Left & Right Hand)
MIRROR
B
E
D
C
A
L.H. SHOWN
AN.5 Single Cant (Left & Right Hand)
MIRROR
B
ED
C
A
AN.6 Double Cant
MIRROR
B A
D
E
C
E
AN.7 Single Cant External Return
MIRROR
C
E
A D B
E
C
45°45°
AN.8 Single Cant Internal Return With
Internal Mitre (Square External Corner On Bed)
+ suitable for half bond without cutting (Any angle available) suitable for quarter bond without cutting (Any angle available) available in Caplock™
Type No. A B C D E
AN.8.1 215 215 102 46 159
AN.8.2 215 215 102 60 173
angle&cantbricks
| angle & cant bricks
Type No. A B C D E
AN.7.1 215 215 102 46 159
AN.7.2 215 215 102 60 173
Type No. A B C D E
AN.6.1 215 102 65 46 103
AN.6.2 215 102 65 60 131
Type No. A B C D E
AN.2.1 159 102 65 102 30º
AN.2.2 159 102 65 102 45º
AN.2.3 159 102 65 102 60º
AN.2.4+ 215 102 65 102 30º
AN.2.5+ 215 102 65 102 45º
AN.2.6+ 215 102 65 102 60º
17416_118_137 11/10/04 2:44 PM Page 127
5. 128
Type No. A B C D E F
AN.12.1 215 215 102 46 103 159
AN.12.2 215 215 102 60 131 173
AN.12 Double Cant Stop End
(Square Corners On Bed)
Type No. A B C D E F a
AN.11.1 215 102 159 46 159 101 30°
AN.11.2 215 102 159 60 173 101 30°
AN.11.3 215 102 159 46 159 70 45°
AN.11.4 215 102 159 60 173 70 45°
AN.11.5 215 102 159 46 159 35 60°
AN.11.6 215 102 159 60 173 35 60°
AN.11 Single Cant Internal Angle
A
B
E
F
F
D
MIRRORC
C
D
α
MIRRORA B
C
EE
D
MIRROR
CC
E
D
A B
E45°45°
45° 45°
MIRROR
D
B A
C
EF
MIRROR
A B
FF
C
EE
D
45° 45°
MIRROR
E
C
C
B
F
F
A
D
α
D
B 45° 45° A
C
EF
MIRROR
MIRROR
45° 45°D
A B
C
EE
available in Caplock™
Type No. A B C D E
AN.14.1 215 215 102 46 103
AN.14.2 215 215 102 60 131
AN.14 Double Cant External Return With
Internal Mitre (Square Corner On Bed)
Type No. A B C D E
AN.16.1 215 215 102 46 103
AN.16.2 215 215 102 60 131
AN.16 Double Cant External Return With
Internal Slope (Square Corner On Bed)
Type No. A B C D E F a
AN.10.1 215 102 159 46 159 101 30°
AN.10.2 215 102 159 60 173 101 30°
AN.10.3 215 102 159 46 159 70 45°
AN.10.4 215 102 159 60 173 70 45°
AN.10.5 215 102 159 46 159 35 60°
AN.10.6 215 102 159 60 173 35 60°
AN.10 Single Cant External Angle
Type No. A B C D E
AN.9.1 215 215 102 46 159
AN.9.2 215 215 102 60 173
AN.9 Single Cant Internal Return With
Internal Slope (Square External Corner On Bed)
Type No. A B C D E F
AN.15.1 215 215 102 46 103 159
AN.15.2 215 215 102 60 131 173
AN.15 Double Cant External Return With
Internal Mitre (Canted Corner On Bed)
Type No. A B C D E F
AN.13.1 215 215 102 46 103 159
AN.13.2 215 215 102 60 131 173
AN.13 Double Cant Stop End
(Canted Corners On Bed)
Type No. A B C D E F
AN.17.1 215 215 102 46 103 159
AN.17.2 215 215 102 60 131 173
AN.17 Double Cant External Return With
Internal Slope (Canted Corner On Bed)
A B
FF
C
EE
D
MIRROR
45° 45°
45° 45°
45° 45°
angle&cantbricks
special shapes | angle & cant bricks
17416_118_137 11/10/04 2:44 PM Page 128
6. 129
AN.13.1-C
Cant bricks featured show
the Ibstock Caplock™ system.
I.AN.22.1-C
I.AN.21.1-C
AN.12.1-C
AN.6.1-C
I.AN.19.1-C
I.AN.20.1-C
MIRROR
A
FF
B
E
C
D
C
α
F
MIRROR
E
D
A B
C
E
MIRROR
E
B A
C
D
A
C
C
B
E
Dα
A D
B
C C E
a
Type No. A B C D E
I.AN.20.1 215 215 102 46 103
I.AN.20.2 215 215 102 60 131
I.AN.20 Double Cant Capping †
Type No. A B C D E F a
AN.18.1 215 102 159 46 103 101 30°
AN.18.2 215 102 159 60 131 101 30°
AN.18.3 215 102 159 46 103 70 45°
AN.18.4 215 102 159 60 131 70 45°
AN.18.5 215 102 159 46 103 35 60°
AN.18.6 215 102 159 60 131 35 60°
AN.18 Double Cant Angle
Type No. A B C D E F
I.AN.19.1 215 215 102 46 103 215
I.AN.19.2 215 215 102 60 131 215
I.AN.19 Three-way Transition Unit For
Double Cant Profile **
Type No. A B C D E a
I.AN.21.1 215 102 65 46 103 *
I.AN.21.2 215 102 65 60 131 *
I.AN.21 Double Cant Incline to Horizontal
Transition Unit
Type No. A B C D E a
I.AN.22.1 215 102 65 46 103 *
I.AN.22.2 215 102 65 60 131 *
I.AN.22 Double Cant Horizontal to Incline
Transition Unit
angle&cantbricks
| angle & cant bricks
** An Ibstock special to solve the problem of 3 way brick junctions. Available with or without false joints. † An Ibstock alternative to AN.6 format, for improved visual choice. *Angle to be specified.
available in Caplock™
17416_118_137 11/10/04 2:45 PM Page 129
7. 130
Arches have become a popular decorative
and practical feature of new construction
for both commercial and housing
developments. They can be used to
complement new brickwork or to match in
with existing brickwork in refurbishment
and renovation schemes.
Our standard range of span dimensions
gives a greater choice than the British
Standard. Canted and Bullnose profiles are
available as standard.
The arches illustrated here are a small
selection of those available. Different types
of arches to an architect’s own design can
easily be manufactured. Expert advice and
the provision of CAD drawings are available
through our Design Advisors.
AN.5.1
B
C
A
D
MIRROR
MIRROR
D
B
A
C
AR.1 Tapered HeaderAR.1 Tapered Header
* Ibstock specials to create a wide choice of arch spans. Bullnose and Cant profiles available.
Unit dimensions Ideal span No. of whole No. of bricks
Dimensions bricks (span) in semi-circle
Type No. A B C D
AR.1.1 215 102 75 59 910 4 20 or 21
I.AR.1.1-1* 215 102 75 62 1135 5 24 or 25
AR.1.2 215 102 75 64 1360 6 28 or 29
I.AR.1.2-1* 215 102 75 65 1585 7 32 or 33
AR.1.3 215 102 75 66 1810 8 36 or 37
I.AR.1.3-1* 215 102 75 67 2260 10 45 or 46
AR.1.4 215 102 75 69 2710 12 53 or 54
AR.2.1 215 102 75 48 910 4 25
I.AR.2.1-1* 215 102 75 51 1135 5 29
AR.2.2 215 102 75 55 1360 6 33
I.AR.2.2-1* 215 102 75 57 1585 7 37
AR.2.3 215 102 75 58 1810 8 41
I.AR.2.3-1* 215 102 75 61 2260 10 50
AR.2.4 215 102 75 63 2710 12 58
AR.2 Tapered Stretcher
AR.2 Tapered Stretcher
archbricks
For type of Tapered Stretcher please refer to table below.
special shapes | arch bricks
17416_118_137 11/10/04 2:45 PM Page 130
8. 131
Bonding bricks, often forgotten, are one of
the key pieces in the jigsaw to make
brickwork bond. A range of specials with
extra faces and the king closer, a popular cill
detail, are also available.
C
B
A
Church, Bridlington, Yorkshire | Chester Red Blend - RD.2 Radial Stretcher
C
B
A
A
C
MIRRORB
A
C
B
MIRROR
B
A
C
MIRROR
E
C
A
D
B
BD.2 King Closer*
C
MIRRORB
A
Type No. A B C
BD.1.1 102 102 65
BD.1.1 Half Bat (Snap Header)
Type No. A B C
NS.1.1 190 90 90
NS.1.2 290 90 65
NS.1.3 290 90 90
NS.1.4 215 102 50
NS.1.5 215 102 53
NS.1.6 215 102 73
NS.1.7 215 102 80
NS.1.8 233 112 73
NS.1.9 233 112 80
NS.1 Non-standard Cuboid Bricks
Type No. A B C
BD.1.2 159 102 65
BD.1.2 Three-quarter Bat
Type No. A B C
BD.1.3 215 102 65
BD.1.3 Standard Brick fair-faced On Bed Surface
Type No. A B C
BD.4.1 215 159 102
BD.4.2 215 159 65
BD.4.3 215 215 102
BD.4.4 215 215 65
BD.4 215mm Square Stop End
Type No. A B C
BD.3 215 46 65
BD.3 Queen Closer
Type No. A B C D E
BD.2 215 102 65 102 46
*Suitable as a flush cill. available in Caplock™
bondingbricks
| bonding bricks
17416_118_137 11/10/04 2:45 PM Page 131
9. 132
This section illustrates the complete range of bullnose bricks including Ibstock’s own specials for
improved visual choice and durability. Many of this group can be supplied in Caplock™ format and
are identified with the Caplock™ symbol.
MIRRORD
C
A
B
R
R
B
A
C
R
MIRRORL.H. SHOWN B
A
R
R
MIRROR
C
R
L.H. SHOWN
C
D
A
B
B
A
C
R
A
B
C
R
Type No. A B C D R
BN.3.1 215 102 65 25 25
BN.3.2 215 102 65 25 51
Type No. A B C R
BN.1.1 215 102 65 25
BN.1.2 215 102 65 51
BN.1 Single Bullnose (Left & Right Hand)
Type No. A B C R
BN.2.1 215 102 65 25
BN.2.2 215 102 65 51
BN.2 Double Bullnose
Type No. A B C R
BN.5.1 215 102 65 25
BN.5.2 215 102 65 51
BN.5 Single Bullnose Header On Flat
Type No. A B C R
BN.6.1 215 102 65 25
BN.6.2 215 102 65 51
BN.6 Single Bullnose Stretcher On Flat
BN.3 Single Bullnose Stop (Left & Right Hand)
Type No. A B C D R
BN.4.1 215 102 65 25 25
BN.4.2 215 102 65 25 51
BN.4 Double Bullnose Stop
bullnosebricks
Park & Ride, Leicester Multi Red, Golden Brown Multi
Rowley Regis, Rustic & Staffordshire Blue Brindle Smooth
Birmingham - BN.5 Single Bullnose Header on Flat
available in Caplock™
special shapes | bullnose bricks
17416_118_137 11/10/04 2:45 PM Page 132
10. 133
BN.18.4-C
BN.4.2
BN.2.2-C BN.19.2-C
BN.15.4-C
Bullnose bricks featured show
the Ibstock Caplock™ system.
C
A
L.H. SHOWN
B
RR
B
A
C
A
L.H. SHOWN
C
R
R
B
R
R
Type No. A B C R
BN.7.1 215 102 65 25
BN.7.2 215 102 65 51
BN.7.3 215 102 215 25
BN.7.4 215 102 215 51
BN.7 Single Bullnose Internal Return Stretcher
Faced (Left & Right Hand)
Type No. A B C R
BN.8.1 215 102 65 25
BN.8.2 215 102 65 51
BN.8.3 215 102 102 25
BN.8.4 215 102 102 51
BN.8 Single Bullnose Internal Return Header
Faced (Left & Right Hand)
C
A
R.H. SHOWNB
R
R
C
A
B
R
R
Type No. A B C R
BN.9.1 215 102 65 25
BN.9.2 215 102 65 51
BN.9 Single Bullnose Internal Return Flat Faced
(Left & Right Hand)
bullnosebricks
| bullnose bricks
available in Caplock™
17416_118_137 11/10/04 2:45 PM Page 133
11. 134
MIRROR
RR
C
AB
C
A
B MIRROR
R
R
L.H. SHOWN
C
AB
MIRROR
C
A
B MIRROR
R
R
RR
L.H. SHOWN
Type No. A B C R
BN.11.1 215 102 65 25
BN.11.2 215 102 65 51
BN.11.3 215 215 65 25
BN.11.4 215 215 65 51
Type No. A B C R
BN.10.1 215 65 102 25
BN.10.2 215 65 102 51
BN.10.3 215 215 102 25
BN.10.4 215 215 102 51
BN.10 Bullnose External Return On Edge
(Left & Right Hand)
BN.11 Bullnose External Return On Flat
(Left & Right Hand)
Type No. A B C R
BN.12.1 215 102 65 25
BN.12.2 215 102 65 51
BN.12 Bullnose Mitre (Left & Right Hand)
Type No. A B C R
BN.13.1 215 102 65 25
BN.13.2 215 102 65 51
BN.13 Bullnose Double Header On Flat
Type No. A B C R
BN.14.1 215 102 65 25
BN.14.1 Bullnose Double Stretcher On Flat
Type No. A B C R
BN.14.2 215 102 65 51
BN.14.2 Bullnose Double Stretcher On Flat
MIRROR
C
B
A
R
R
R
R
L.H. SHOWN
R
A
C
B
C
MIRROR
B
A
R
B
A
R
R
C
bullnosebricks
Church, Stoke-on-Trent, Chesterton Red Smooth, Albany
Staffordshire Cream, Staffordshire Blue Brindle
Smooth - AN.5 Single Cant with
Purpose Made Moulded Special
available in Caplock™
special shapes | bullnose bricks
17416_118_137 11/10/04 2:45 PM Page 134
12. 135
C
B
A
R
R
MIRROR
MIRROR
D
B
C
A
RR
Type No. A B C R
BN.16.1 215 102 65 25
BN.16.1 Cownose
Type No. A B C R
BN.18.1 215 159 102 25
BN.18.2 215 159 102 51
BN.18.3 215 215 102 25
BN.18.4 215 215 102 51
BN.18.5 215 159 65 25
BN.18.6 215 159 65 51
BN.18.7 215 215 65 25
BN.18.8 215 215 65 51
BN.18 Stop End to Double Bullnose On Edge
and to Bullnose Double Header On Flat
(Rounded Corners On Bed)
BN.19 External Return to Double Bullnose
On Edge and to Bullnose Double Header
On Flat (Square Corner On Bed)
Type No. A B C R
BN.16.2 215 102 65 51
BN.16.2 Cownose
Type No. A B C R
BN.15.1 215 159 102 25
BN.15.2 215 159 102 51
BN.15.3 215 215 102 25
BN.15.4 215 215 102 51
BN.15.5 215 159 65 25
BN.15.6 215 159 65 51
BN.15.7 215 215 65 25
BN.15.8 215 215 65 51
BN.15 Stop End to Double Bullnose On Edge
and to Bullnose Double Header On Flat
(Square Corners On Bed)
C
B
MIRROR
A
R
MIRROR
R
R
A
B
C
A
R
R
MIRROR
BA
C
R
R R
R
MIRROR
D
B
C
A
R
A B
C
R
R
MIRROR
Type No. A B C D R
BN.17.1 215 102 65 25 25
BN.17.1 Cownose Stop
Type No. A B C D R
BN.17.2 215 102 65 25 51
BN.17.2 Cownose Stop
bullnosebricks
| bullnose bricks
Type No. A B C R
BN.19.1 215 215 102 25
BN.19.2 215 215 102 51
BN.19.3 215 215 65 25
BN.19.4 215 215 65 51
available in Caplock™
17416_118_137 11/10/04 2:45 PM Page 135
13. 136
Type No. A B C R
BN.20.1 215 215 102 25
BN.20.2 215 215 102 51
BN.20.3 215 215 65 25
BN.20.4 215 215 65 51
BN.20 External Return to Double Bullnose On
Edge & to Bullnose Double Header On Flat
(Rounded Corner On Bed)
MIRROR
BA
C
R
R
R
R
R
AA
B
CC
D DMIRROR
R
R R
R
a
Type No. A B C R
I.BN.22.1 215 215 102 25
I.BN.22.2 215 215 102 51
I.BN.22.3 215 215 65 25
I.BN.22.4 215 215 65 51
I.BN.22 Three-way Transition Unit For
Double Bullnose On Edge and to Bullnose
Double Header On Flat *
Type No. A B C D R a
BN.21.1 215 102 159 101 25 30°
BN.21.2 215 102 159 101 51 30°
BN.21.3 215 65 159 101 25 30°
BN.21.4 215 65 159 101 51 30°
BN.21.5 215 102 159 70 25 45°
BN.21.6 215 102 159 70 51 45°
BN.21.7 215 65 159 70 25 45°
BN.21.8 215 65 159 70 51 45°
BN.21.9 215 102 159 35 25 60°
BN.21.10 215 102 159 35 51 60°
BN.21.11 215 65 159 35 25 60°
BN.21.12 215 65 159 35 51 60°
BN.21 Double Bullnose External Angle to
Double Bullnose On Edge and to Bullnose
Double Header On Flat
MIRROR
A B
C
R
R R
R
R
R
Type No. A B C D
I.BN.25.1 215 102 215 25
I.BN.25.2 215 102 215 51
I.BN.25 Double Bullnose Capping †
MIRROR
C A
B
R
R
*An Ibstock special to solve the problem of 3 way brick junction. † An Ibstock alternative to BN.2 format for improved visual choice. available in Caplock™
bullnosebricks
Leisure Centre, Lichfield, Staffordshire | Leicester Multi Cream Stock - BN.1 Single Bullnose (Tapered to suit diameter)
special shapes | bullnose bricks
17416_118_137 11/10/04 2:45 PM Page 136
14. 137
Illustrated in this section are a range of
copings and cappings suitable for solid or
cavity walls with associated stop ends and
returns along with specials for improved
visual choice. Some of which are available in
Caplock™ (see page 122).
Caplock™ is available as standard in the
following colours:
Red Smooth from Cattybrook, Chesterton,
South Holmwood, Tannochside
Blue Smooth from Lodge Lane
Buff Smooth from Cattybrook, Tannochside,
Throckley
Red Dragface from Cattybrook, Chesterton,
South Holmwood, Tannochside
Blue Dragface from Lodge Lane
Buff Dragface from Cattybrook, Chesterton,
South Holmwood, Tannochside
Red Stock from Leicester
Buff Stock from Leicester
Other colours may be available on request –
please contact your local sales office for advice.
B
D2
D1
D2
D1
A
C MIRROR
MIRROR
B
A
C
MIRRORA
B
MIRRORA
B
C
B
A
D2
D2
D1
D1
MIRROR
MIRROR
A C
B
Type No. A B C D1 D2
CP.1.1 305 153 65 13 15
CP.1.1 Half Round Coping
Type No. A B D1 D2
I.CP.5.2 215 108 - -
I.CP.5.2 Half Round Capping 90° Return*
Type No. A B C D1 D2
I.CP.6.2 215 108 140 - -
I.CP.6.2 Half Round Capping Stop End
| cappings & copings
Type No. A B C D1 D2
CP.1.2 215 108 65 - -
CP.1.2 Half Round Capping
Type No. A B C D1 D2
I.CP.6.1 305 153 184 13 15
I.CP.6.1 Half Round Coping Stop End
Type No. A B D1 D2
I.CP.5.1 305 153 13 15
I.CP.5.1 Half Round Coping 90° Return
*Angles are available. available in Caplock™
capping&copingbricks
17416_118_137 11/10/04 2:45 PM Page 137
15. 138
MIRROR
A
B
E
C
D1
D1
D2
D2
MIRROR
A
B
C
E
MIRROR
A
C
BE
F
D1
D1
D2
D2
MIRROR
A C
E
F
B
MIRROR
A
B
CD2
D2
D1
D1
MIRROR
B
A C
An Ibstock alternative to the CP.1.2. format for
improved visual choice.
Type No. A B C D1 D2
I.CP.20.1 305 153 215 13 15
I.CP.20.1 Half Round Coping
CP.2.2 Saddleback Capping
available in Caplock™
Type No. A B C D1 D2 E
CP.2.2 215 123 65 - - 50
I.CP.7.2 Saddleback Capping Stop End
Type No. A B C D1 D2 E F
I.CP.7.2 215 123 140 - - 50 32
capping&copingbricks
Type No. A B C D1 D2
I.CP.20.2 215 108 215 - -
I.CP.20.2 Half Round Capping
CP.2.1 Saddleback Coping
Type No. A B C D1 D2 E
CP.2.1 305 153 65 13 15 50
I.CP.7.1 Saddleback Coping Stop End
Type No. A B C D1 D2 E F
I.CP.7.1 305 153 184 13 15 50 32
An Ibstock alternative to the CP.1.1. format for
improved visual choice.
special shapes | cappings & copings
17416_138_153 11/10/04 2:47 PM Page 138
16. 139
MIRROR
AA
E
B
B
E
A
C
D2
D1
D2
D1
MIRROR
MIRROR
A
B
D2
D1
D1
D2
E
MIRROR
B
E
A C
An Ibstock alternative to the CP2.2 format for
improved visual choice.
An Ibstock alternative to the CP2.1 format for
improved visual choice.
Type No. A B D1 D2 E
I.CP.9.2 215 123 - - 50
I.CP.9.2 Saddleback Capping 90° Return *
I.CP.21.1 Saddleback Coping
Type No. A B C D1 D2 E
I.CP.21.1 305 153 215 13 15 50
I.CP.21.2 Saddleback Capping
Type No. A B C D1 D2 E
I.CP.21.2 215 123 215 - - 50
capping&copingbricks
| cappings & copings
Type No. A B D1 D2 E
I.CP.9.1 305 153 13 15 50
I.CP.9.1 Saddleback Coping 90° Return
* Angles are available. available in Caplock™
17416_138_153 11/10/04 2:47 PM Page 139
17. 140
* suitable for cavity wall. ∆ Angle to be specified. †Note: Other widths available **Note: Can be cut to form incline to transition unit. available in Caplock™
A
102
B
C
10
65
65
B
C
10
65
MIRROR
AA
102
10
65
A
B
C
a
B
C
10
65
215A
102
D D
C
B
10
65
A
E E
A
102
MIRROR
a
E
D
A
B
B
B
C
MIRROR
102
A 140
65
10
C
B
B
C
A
10
65
102
a
D
C
B
B
B
AE
B
MIRROR
L.H. SHOWN
Type No. A B C
I.F.1.1 215 65.5 42
I.F.1.2* 255 77.5 50
I.F.1 Faceted Capping †
Type No. A B C
I.F.4.1 215 65.5 42
I.F.4.2* 255 77.5 50*
I.F.4 Faceted Capping 90° Return
Type No. A B C a
I.F.7.1 215 65.5 42 ∆
I.F.7.2* 255 77.5 50 ∆
I.F.7 Faceted Capping Horizontal to
Incline Transition Unit
I.F.2 Faceted Capping †
Type No. A B C
I.F.3.1 215 65.5 42
I.F.3.2* 255 77.5 50
I.F.3 Faceted Capping Stop End
I.F.5 Faceted Capping Angle
Type No. A B C D E a
I.F.5.1 215 65.5 42 159 101 30°
I.F.5.2* 215 65.5 42 159 70 45°
I.F.5.3 215 65.5 42 159 35 60°
I.F.5.4* 255 77.5 50 164 90 30°
I.F.5.5 255 77.5 50 164 64 45°
I.F.5.6* 255 77.5 50 164 35 60°
Type No. A B C a
I.F.6.1 215 65.5 42 ∆
I.F.6.2* 255 77.5 50 ∆
I.F.6 Faceted Capping Incline to
Horizontal Transition Unit
Type No. A B C D E
I.BC.1.1 102 45 35 65 215
I.BC.1.2* 122 45 35 65 215
I.BC.1 Base Coping Standard Brick**
Type No. A B C D E
I.BC.6.1 102 45 35 65 178
I.BC.6.2* 122 45 35 65 178
I.BC.6 Base Coping Stop End (Left & Right Hand)
capping&copingbricks
Type No. A B C
I.F.2.1 215 65.5 42
I.F.2.2* 255 77.5 50
special shapes | cappings & copings
17416_138_153 11/10/04 2:47 PM Page 140
18. I.F.3.1-C
I.F.1.1-C
I.F.7.1-C
I.F.6.1-C
I.BC.1
I.F.4.1-C
I.F.2.1-C
Faceted capping bricks featured show
the Ibstock Caplock™ system.
141
D
E
A
BC
L.H. SHOWN
E
B
B
B
A
D
C
MIRRORL.H. SHOWN
Type No. A B C D E
I.BC.8.1 102 45 35 65 215
I.BC.8.2* 122 45 35 65 235
I.BC.8 Base Coping 90° Internal Return
(Left and Right Hand)
Type No. A B C D E
I.BC.9.1 102 45 35 65 228
I.BC.9.2* 122 45 35 65 228
I.BC.9 Base Coping 90° External Return
(Left and Right Hand)
capping&copingbricks
| cappings & copings
* suitable for cavity wall.
17416_138_153 11/10/04 2:47 PM Page 141
19. 142
Ibstock’s range of overhanging cills with
associated stop ends and returns have been
designed to provide the correct overhang
and drip detail to ensure durable brickwork.
These are in addition to those featured
in BS4729.
† available without false joints.
MIRROR
12
15
B152
65
35
C
A
a
MIRRORL.H. SHOWN
12
15
B152
65
35
C
A
a
MIRROR
152
12
15
65
R.H. SHOWN
50
35
102102
C
B
A
D
a
E
35
D
B
C
65
10
152
15
12
152
A
MIRROR
a
Type No. A B C a
I.C.1.1 140 65 7.5 30°
I.C.1.2 140 102 7.5 30°
I.C.1.3 140 215 7.5 30°
I.C.1.4 215 65 10 50°
I.C.1.5 215 102 10 50°
I.C.1.6 215 215 10 50°
I.C.1 Overhanging Angled Cill
Type No. A B C a
I.C.2.1 140 65 7.5 30°
I.C.2.2 140 102 7.5 30°
I.C.2.3 140 215 7.5 30°
I.C.2.4 215 65 10 50°
I.C.2.5 215 102 10 50°
I.C.2.6 215 215 10 50°
I.C.2 Faced Angled Cill End (Left & Right Hand)
Type No. A B C D a
I.C.3.1 140 75 177 7.5 30°
I.C.3.2 215 150 177 10 50°
I.C.3.3 140 75 215 7.5 30°
I.C.3.4 215 150 215 10 50°
I.C.3 Overhanging Angled Cill Stooled End
(Left and Right Hand) I.C.4 Overhanging Angled Cill External Return †
cillbricks
Type No. A B C D E a
I.C.4.1 140 227 65 7.5 75 30°
I.C.4.2 215 227 65 10 75 50°
I.C.4.3 140 264 102 7.5 112 30°
I.C.4.4 215 264 102 10 112 50°
special shapes | cill bricks
17416_138_153 11/10/04 2:47 PM Page 142
20. 143
MIRROR
152 152
65
35
B A
12
15
a
152
12
15 65
35
178178
26
A
B
a
65
38
10
15
152
12
A
B
35
a
å
B
35
65
102
140
15212
15
A
å
a
Type No. A B a
I.C.5.1 140 7.5 30°
I.C.5.2 215 10 50°
I.C.5 Overhanging Angled Cill External Return I.C.6 Overhanging Angled Cill Internal Return
Type No. A B a å
I.C.7.1 140 7.5 30° 30°
I.C.7.2 140 7.5 30° 45°
I.C.7.3 140 7.5 30° 60°
I.C.7.4 215 10.0 50° 30°
I.C.7.5 215 10.0 50° 45°
I.C.7.6 215 10.0 50° 60°
I.C.7 Overhanging Angled Cill Internal Angle
Type No. A B a å
I.C.8.1 140 7.5 30° 30°
I.C.8.2 140 7.5 30° 45°
I.C.8.3 140 7.5 30° 60°
I.C.8.4 215 10.0 50° 30°
I.C.8.5 215 10.0 50° 45°
I.C.8.6 215 10.0 50° 60°
I.C.8 Overhanging Angled Cill External Angle
cillbricks
Community Centre, Warwickshire Olde English
Winson Green, Birmingham AN.5 Single Cant
PL.1 Plinth Cant Stop
| cill bricks
Type No. A B a
I.C.6.1 140 7.5 30°
I.C.6.2 215 10 50°
17416_138_153 11/10/04 2:47 PM Page 143
21. 144
Plinth bricks have been used for many years
in both commercial and domestic buildings.
Illustrated along with British Standard
Specials are Ibstock’s own substantial range
of specials with extra faces and shapes to aid
bonding. Included in this is our own through-
the-wall plinth, (I.PL.15.1), which removes
the requirement for cut bricks to make
up the wall thickness (see page 146).
45°
B
A
F
D
E
C
L.H. SHOWN
45°
B
D
E
C
A
A
D
B
C
45°
45°
E
F
L.H. SHOWN
45°
C
B
A
D
E
L.H. SHOWN
A
E
B
C
45°45°
F
D
PL.1 Plinth Stop Or Cant Stop (Left & Right Hand)*
Type No. A B C D E F
PL.1.1 215 102 65 9 159 46
PL.1.2 215 102 65 23 173 60
* extra faces available + suitable for half bond suitable for quarter bond
Type No. A B C D E
PL.2.1 215 102 65 9 159
PL.2.2 215 102 65 23 173
PL.2 Plinth Header*
PL.4 Plinth Internal Return - long (Left & Right Hand)*
Type No. A B C D E F
PL.4.1 215 102 65 9 46 169
PL.4.2 215 102 65 23 60 155
PL.5 Plinth Internal Return - short (Left & Right Hand)*
Type No. A B C D E F
PL.5.1 215 102 65 9 159 46
PL.5.2 215 102 65 23 173 60
Type No. A B C D E
PL.3.1 215 102 65 9 46
PL.3.2 215 102 65 23 60
PL.3 Plinth Stretcher*
plinthbricks
Type No. A B C D E F a
PL.6.1 + 164 102 65 9 51 46 30°
PL.6.2 + 164 102 65 23 51 60 30°
PL.6.3 + 164 102 65 9 51 46 45°
PL.6.4 + 164 102 65 23 51 60 45°
PL.6.5 + 164 102 65 9 51 46 60°
PL.6.6 + 164 102 65 23 51 60 60°
PL.6.7 159 102 65 9 102 46 30°
PL.6.8 159 102 65 23 102 60 30°
PL.6.9 159 102 65 9 102 46 45°
PL.6.10 159 102 65 23 102 60 45°
PL.6.11 159 102 65 9 102 46 60°
PL.6.12 159 102 65 23 102 60 60°
PL.6.13 + 215 102 65 9 102 46 30°
PL.6.14 + 215 102 65 23 102 60 30°
PL.6.15 + 215 102 65 9 102 46 45°
PL.6.16 + 215 102 65 23 102 60 45°
PL.6.17 + 215 102 65 9 102 46 60°
PL.6.18 + 215 102 65 23 102 60 60°
A
E
L.H. SHOWN
D
C
B
F
45°
a
PL.6 Plinth Internal Angle (Left & Right Hand)*
L.H. SHOWN
E
AB
F
D
45°
C
PL.7 Plinth External Return (Left & Right Hand)*
Type No. A B C D E F
PL.7.1 215 102 65 9 159 46
PL.7.2 215 102 65 23 173 60
I.PL.15.1
PL.3.1
special shapes | plinth bricks
17416_138_153 11/10/04 2:47 PM Page 144
22. 145
I.PL.14.1
I.PL.15.1
I.PL.13.1
I.PL.10.1
I.PL.9.1
Type No. A B C D E F a
PL.8.1 159 102 65 9 102 46 30°
PL.8.2 159 102 65 23 102 60 30°
PL.8.3 159 102 65 9 102 46 45°
PL.8.4 159 102 65 23 102 60 45°
PL.8.5 159 102 65 9 102 46 60°
PL.8.6 159 102 65 23 102 60 60°
PL.8.7 + 215 102 65 9 102 46 30°
PL.8.8 + 215 102 65 23 102 60 30°
PL.8.9 + 215 102 65 9 102 46 45°
PL.8.10 + 215 102 65 23 102 60 45°
PL.8.11 + 215 102 65 9 102 46 60°
PL.8.12 + 215 102 65 23 102 60 60°
PL.8 Plinth External Angle (Left & Right Hand)*
Type No. A B C D E F a
PL.9.1 + 164 102 65 9 51 46 30°
PL.9.2 + 164 102 65 23 51 60 30°
PL.9.3 + 164 102 65 9 51 46 45°
PL.9.4 + 164 102 65 23 51 60 45°
PL.9.5 + 164 102 65 9 51 46 60°
PL.9.6 + 164 102 65 23 51 60 60°
E
A
D
C
B
F
45°
L.H. SHOWN
a
L.H. SHOWN
E
A
D
C
B
F
45°
a
PL.9 Plinth Squint (Left & Right Hand)*
suitable for quarter bond without cutting + suitable for half bond without cutting * extra faces available
plinthbricks
Retail Development, Albany Cream Multi
Canterbury, Kent PL.2 Plinth Header with
I.PL.9 PlinthHeader faced to side
| plinth bricks
17416_138_153 11/10/04 2:47 PM Page 145
23. 146
plinthbricks
B
C
A
E
D
F
L.H.SHOWN
45°
C
B
A
D
E
45°
L.H. SHOWN
R.H.SHOWN
B
C
A
E
D
45°
An Ibstock special for fair faced end of wall situations. An Ibstock special for fair faced end of wall situations. An Ibstock special alternative to PL.1, creating a mitred appearance.
B
C
A
E
D
F
45°
L.H.SHOWN
B
C
A
D
E
45°
L.H.SHOWN
45°
B
C
A
E
D
A
B
C
45°
R.H. SHOWN
E
D
45°
D
E
F
B
C
45°
45°
L.H. SHOWN
A
D
E
F
B
C
45°
L.H. SHOWN
A
Type No. A B C D E
I.PL.9.1 215 102 65 9 159
I.PL.9.2 215 102 65 23 173
I.PL.9 Plinth Header Faced On End
(Left & Right Hand)
Type No. A B C D E
I.PL.10.1 215 102 65 9 46
I.PL.10.2 215 102 65 23 60
I.PL.10 Plinth Stretcher Faced On End
(Left & Right Hand)
An Ibstock innovation to eliminate cut bricks in multiple
course plinth details.
Type No. A B C D E
I.PL.13.1 169 56 65 9 46
I.PL.13 Plinth Internal Return (Left & Right Hand)
Ibstock special through-the-wall brick removes the
requirement for cut bricks to make up wall thickness.
Type No. A B C D E
I.PL.15.1 215 158 65 9 102
I.PL.15 Wide Bed Plinth Stretcher
An Ibstock innovation to eliminate cut bricks in multiple
course plinth details.
Type No. A B C D E
I.PL.14.1 271 158 65 9 102
I.PL.14 Wide Bed Plinth External Return
(Left & Right Hand)
I.PL.11 Plinth / Cant Mitre Stretcher
(Left & Right Hand)
Type No. A B C D E F
I.PL.11.1 215 102 65 9 46 56
I.PL.11.2 215 102 65 23 60 42
An Ibstock special alternative to PL.1, creating a mitred appearance.
I.PL.12 Plinth / Cant Mitre Header
(Left & Right Hand)
Type No. A B C D E F
I.PL.12.1 215 102 65 9 159 56
I.PL.12.2 215 102 65 23 173 42
An Ibstock special to aid bonding at stop situations and also as
transition to single cant reveal.
I.C.10 Plinth To Splayed Cant Internal Return
(Left & Right Hand)
Type No. A B C D E F
I.C.10.1 215 102 65 9 46 169
I.C.10.2 215 102 65 23 60 155
An Ibstock special alternative to I.C.10 for transition into single
cant feature giving a mitred finish.
I.C.16 Plinth Internal Return (long)
(Left & Right Hand)
Type No. A B C D E F
I.C.16.1 215 102 65 9 46 169
I.C.16.2 215 102 65 23 60 155
special shapes | plinth bricks
17416_138_153 11/10/04 2:47 PM Page 146
24. 147
Radial Bricks
Ibstock offers radial bricks in a wide range of
radii to give more choice and greater
potential for architectural detailing of both
buildings and landscaping.
Included is the transition brick which is
essential to avoid poor quality junctions
when curve changes to straight.
RD.1 Radial Header
Ibstock specials expand the standard range of radii.
* Dimensions B and D in types RD.1 are segmental lengths. These bricks are intended for one brick thick walls in
header bond. Dimension B is derived from dimension A in RD.2 series, i.e. 226 – 10 (joint)
2
NOTE: Bonding - Note that RD.1 and RD.2 types cannot be used together in the same one brick thick wall either in
English or Flemish Bonds, to produce ideal alignment of the perpends on the concave face, except when the outside
radius exceeds 3m.
Ideal radius No. of bricks
Type No. A B* C D* Outer Inner in quadrant
RD.1.1 215 108 65 52 450 235 6
RD.1.2 215 108 65 70 675 460 9
RD.1.3 215 108 65 80 900 685 12
I.RD.1.3-1 215 108 65 85 1125 910 15
RD.1.4 215 108 65 89 1350 1135 18
I.RD.1.4-1 215 108 65 94 1800 1585 24
RD.1.5 215 108 65 97 2250 2035 30
I.RD.1.5-1 215 108 65 101 3600 3385 48
RD.1.6 215 108 65 103 5400 5185 72
MIRROR
D
A
B
C
I.RD.3 Radial Stretcher Transition Brick (Radial to Straight) (Left and Right hand)
Ibstock special range of transition bricks are essential at the point where curve changes to straight.
*Dimensions A in types I.RD.3 is a segmental length.
NOTE: Concave version available, either in English or Flemish Bonds, to produce ideal alignment of the perpends on the
concave face, except when the outside radius exceeds 3m.
Ideal radius
Type No. A* B C D Outer Inner
I.RD.3.1 108 102 65 198 450 347
I.RD.3.2 108 102 65 204 675 572
I.RD.3.3 108 102 65 208 900 797
I.RD.3.4 108 102 65 211 1125 1022
I.RD.3.5 108 102 65 212 1350 1247
I.RD.3.6 108 102 65 214 1800 1697
I.RD.3.7 108 102 65 215 2250 2147
I.RD.3.8 108 102 65 217 3600 3497
I.RD.3.9 108 102 65 218 5400 5297
NOTE: To be used in conjunction with RD.2 radial bricks.
C
D B
112
A
L.H. SHOWN
D
C
B A
RD.2 Radial Stretcher
Ibstock specials expand the standard range of radii.
* Dimension A in RD.2 are segmental lengths. These bricks are intended for half brick leafs in stretcher bond.
Dimension A has been selected to be close to 215mm (work size of standard brick) whilst giving whole or half
numbers of units in quadrants with convex face radii of multiples of 225mm (co-ordinating size of standard brick)
and 300mm (preferred planning module).
NOTE: Bonding - Note that RD.1 and RD.2 types cannot be used together in the same one brick thick wall either in
English or Flemish Bonds, to produce ideal alignment of the perpends on the concave face, except when the outside
radius exceeds 3m. NOTE: Concave stretchers available.
radialbricks
Offices, Telford, Royston Golden Buff
Shropshire RD.2 Radial Stretcher
| radial bricks
Ideal radius No. of bricks
Type No. A* B C D Outer Inner in quadrant
RD.2.1 226 102 65 172 450 347 3
RD.2.2 226 102 65 190 675 572 4.5
RD.2.3 226 102 65 199 900 797 6
I.RD.2.3-1 226 102 65 204 1125 1022 7.5
RD.2.4 226 102 65 208 1350 1247 9
I.RD.2.4-1 226 102 65 212 1800 1697 12
RD.2.5 226 102 65 215 2250 2147 15
I.RD.2.5-1 226 102 65 219 3600 3497 24
RD.2.6 226 102 65 221 5400 5297 36
NOTE: To be used in conjunction with I.RD.3, radial to straight transition bricks.
17416_138_153 11/10/04 2:47 PM Page 147
25. 148
shelfanglebricks
Ibstock has a unique range of rebated shelf angle bricks with a wide choice of internal and external angles and returns all to suit our nine standard rebate sizes.
215
10265
MIRROR
B
A
215
140 140
MIRROR
B
A
MIRRORR.H. SHOWN
215
140
65
a
102
A B
65
215
102
A
B
MIRROR
65
215
102
B
A
MIRROR
R.H. SHOWN
Type No. A B a
I.SA.3.1 82 15 30°
I.SA.3.2 82 25 30°
I.SA.3.3 82 35 30°
I.SA.3.4 77 15 30°
I.SA.3.5 77 25 30°
I.SA.3.6 77 35 30°
I.SA.3.7 72 15 30°
I.SA.3.8 72 25 30°
I.SA.3.9 72 35 30°
I.SA.3.10 82 15 45°
I.SA.3.11 82 25 45°
I.SA.3.12 82 35 45°
I.SA.3.13 77 15 45°
I.SA.3.14 77 25 45°
I.SA.3.15 77 35 45°
I.SA.3.16 72 15 45°
I.SA.3.17 72 25 45°
I.SA.3.18 72 35 45°
I.SA.3.19 82 15 60°
I.SA.3.20 82 25 60°
I.SA.3.21 82 35 60°
I.SA.3.22 77 15 60°
I.SA.3.23 77 25 60°
I.SA.3.24 77 35 60°
I.SA.3.25 72 15 60°
I.SA.3.26 72 25 60°
I.SA.3.27 72 35 60°
I.SA.3 Rebated Soldier External Angle
(Left & Right Hand)Type No. A B
I.SA.1.1 82 15
I.SA.1.2 82 25
I.SA.1.3 82 35
I.SA.1.4 77 15
I.SA.1.5 77 25
I.SA.1.6 77 35
I.SA.1.7 72 15
I.SA.1.8 72 25
I.SA.1.9 72 35
I.SA.1 Rebated Soldier
Type No. A B
I.SA.4.1 82 15
I.SA.4.2 82 25
I.SA.4.3 82 35
I.SA.4.4 77 15
I.SA.4.5 77 25
I.SA.4.6 77 35
I.SA.4.7 72 15
I.SA.4.8 72 25
I.SA.4.9 72 35
I.SA.4 Rebated Stretcher
Type No. A B
I.SA.2.1 82 15
I.SA.2.2 82 25
I.SA.2.3 82 35
I.SA.2.4 77 15
I.SA.2.5 77 25
I.SA.2.6 77 35
I.SA.2.7 72 15
I.SA.2.8 72 25
I.SA.2.9 72 35
I.SA.2 Rebated
Soldier External Return
Type No. A B
I.SA.5.1 82 15
I.SA.5.2 82 25
I.SA.5.3 82 35
I.SA.5.4 77 15
I.SA.5.5 77 25
I.SA.5.6 77 35
I.SA.5.7 72 15
I.SA.5.8 72 25
I.SA.5.9 72 35
I.SA.5 Rebated Stretcher External
Return (Left & Right Hand)
special shapes | shelf angle bricks
17416_138_153 11/10/04 2:47 PM Page 148
26. 149
Ibstock has a range of slip bricks generally used
for cladding or refurbishment work.
A range of thicknesses is available.
MIRROR
R.H. SHOWN
A
B
102
65
215
102
a
I.SA.6 Rebated Stretcher External Angle
(Left & Right Hand)
Type No. A B a
I.SA.6.1 82 15 30°
I.SA.6.2 82 25 30°
I.SA.6.3 82 35 30°
I.SA.6.4 77 15 30°
I.SA.6.5 77 25 30°
I.SA.6.6 77 35 30°
I.SA.6.7 72 15 30°
I.SA.6.8 72 25 30°
I.SA.6.9 72 35 30°
I.SA.6.10 82 15 45°
I.SA.6.11 82 25 45°
I.SA.6.12 82 35 45°
I.SA.6.13 77 15 45°
I.SA.6.14 77 25 45°
I.SA.6.15 77 35 45°
I.SA.6.16 72 15 45°
I.SA.6.17 72 25 45°
I.SA.6.18 72 35 45°
I.SA.6.19 82 15 60°
I.SA.6.20 82 25 60°
I.SA.6.21 82 35 60°
I.SA.6.22 77 15 60°
I.SA.6.23 77 25 60°
I.SA.6.24 77 35 60°
I.SA.6.25 72 15 60°
I.SA.6.26 72 25 60°
I.SA.6.27 72 35 60°
MIRROR
R.H. SHOWN
A
B
102
65
215
102
a
I.SA.7 Rebated Stretcher Squint External Angle
(Left & Right Hand)
B A
C
B
A
C
Type No. A B a
I.SA.7.1 82 15 30°
I.SA.7.2 82 25 30°
I.SA.7.3 82 35 30°
I.SA.7.4 77 15 30°
I.SA.7.5 77 25 30°
I.SA.7.6 77 35 30°
I.SA.7.7 72 15 30°
I.SA.7.8 72 25 30°
I.SA.7.9 72 35 30°
I.SA.7.10 82 15 45°
I.SA.7.11 82 25 45°
I.SA.7.12 82 35 45°
I.SA.7.13 77 15 45°
I.SA.7.14 77 25 45°
I.SA.7.15 77 35 45°
I.SA.7.16 72 15 45°
I.SA.7.17 72 25 45°
I.SA.7.18 72 35 45°
I.SA.7.19 82 15 60°
I.SA.7.20 82 25 60°
I.SA.7.21 82 35 60°
I.SA.7.22 77 15 60°
I.SA.7.23 77 25 60°
I.SA.7.24 77 35 60°
I.SA.7.25 72 15 60°
I.SA.7.26 72 25 60°
I.SA.7.27 72 35 60°
Type No. A B C
SL.1.1 215 25 65
SL.1.2 215 30 65
SL.1.3 215 40 65
SL.1.4 215 50 65
SL.1 Brick Face Slip
Type No. A B C
SL.2 215 102 25
SL.2 Brick Bed Slip
shelfangle/slipbricks
Office Development, Royston Golden Buff
Cumbernauld, Lanarkshire PL.3 Plinth Stretcher
| shelf angle bricks/slip bricks
17416_138_153 11/10/04 2:47 PM Page 149
27. 150
soldierbricks
I.SD.5.1
I.SD.6.1
SD.2.1
AN.5.1
SD.3.1
At Ibstock we have expanded the British Standard range of soldier bricks to include specials to
help maintain bond.
B C
A
Type No. A B C
SD.1.1 215 65 65
SD.1.2 215 102 102
SD.1 Soldier External Return
Type No. A B C
I.SD.5 215 102 140
I.SD.5 Soldier External Return (Left & Right Hand)†
A
CB
E
D D
SD.2 Soldier Internal Return To Single Cant On End*
* May be used in cill or plinth situations. † An Ibstock special designed to maintain bond with brickwork above and below.
Type No. A B C D E
SD.2.1 215 102 102 46 159
SD.2.2 215 102 102 60 173
SD.3 Soldier External Return To Single Cant On End*
Type No. A B C D E
SD.3.1 215 102 102 46 159
SD.3.2 215 102 102 60 173
A
CB
E
D D
B C
A
D
B C L.H. SHOWN
A
A
B C
D
MIRROR
Type No. A B C D
I.SD.4 215 140 140 102
I.SD.4 Soldier External Return
Type No. A B C D
I.SD.6.1 215 140 140 159
I.SD.6.2 215 140 140 173
I.SD.6 Soldier External Return To Single Cant On End
special shapes | soldier bricks
17416_138_153 11/10/04 2:47 PM Page 150
28. 151
The spiral brick is an Ibstock innovation to produce
decorative columns and chimneys.
This unique design is a very simple shape which
allows you to create complex spirals with just one
standard special.
The spirals can follow a clockwise or anti-clockwise
pattern or cross over, yet all are laid with a single,
straight plumb line down the perpendicular joints.
Spiral Brick is available as standard in the
following colours:
Red Smooth from Cattybrook, Chesterton,
South Holmwood, Tannochside
Blue Smooth from Lodge Lane
Buff Smooth from Cattybrook, Tannochside,
Throckley
Red Dragface from Cattybrook, Chesterton,
South Holmwood, Tannochside
Blue Dragface from Lodge Lane
Buff Dragface from Cattybrook, Chesterton,
South Holmwood, Tannochside
Red Stock from Laybrook, Leicester
Buff Stock from Laybrook, Leicester
Other colours are available on request – please
contact your local sales office for advice.
Type No. A B C
I.P.1 275 180 65
I.P.1 Pineapple Brick To 400mm Diameter Column
Type No. A B C
I.P.2 220 143 65
I.P.2 Pineapple Brick To 600mm Diameter Column
B
C
A
400mm
600mm
B
C
A
A
B
C
400mm
A
B
C
600mm
I.SP.1 Spiral Brick To 400mm Diameter Column
Type No. A B C Helix rotation
I.SP.1.1 275 180 65 Clockwise
I.SP.1.2 275 180 65 Anti-clockwise
I.SP.2 Spiral Brick To 600mm Diameter Column
Type No. A B C Helix rotation
I.SP.2.1 220 143 65 Clockwise
I.SP.2.2 220 143 65 Anti-clockwise
spiralbricks
Private House, Parham Red Stock
West Malling, Kent I.SP.2 Spiral Brick to 600mm
Diameter Column
| spiral bricks
17416_138_153 11/10/04 2:47 PM Page 151
29. 152
The Ibstock Universal Joint range is an innovative
way of forming returns and angles which has now
become an established detail for variable angles
through 180˚ making a decorative and practical
solution to all designs.
The Universal Joint is available in two formats:
Easyangle®
and a two piece option.
The two piece option gives a more pristine finish,
whilst the one piece reduces complexity on site and
is very cost effective. Both options are shown.
We also offer a unique Ibstock Universal Joint stop
special - the ‘Elephants Foot’, which can be used to
give both a functional and decorative appeal to corners.
The Universal Joint range is available as standard in
the following colours:
Red Smooth from Cattybrook, Chesterton,
South Holmwood, Tannochside
Blue Smooth from Lodge Lane
Buff Smooth from Cattybrook, Tannochside,
Throckley
Red Stock from Laybrook, Leicester
Buff Stock from Leicester
Other colours are available on request –
please contact your local sales office for advice.
I.UJ.2
I.UJ.1
I.UJ.4
I.UJ.3
I.UJ.5.1
I.UJ.7 Easyangle™
Plan view of
two piece
Universal Joint
Plan view of
Easyangle™
E
D A
B
C
R
C
B
L.H. SHOWN
A
A
C
D
A
B
a
B
C
D
A
R
L.H. SHOWN
DC
B
Aa
C A
B
D
E
R
C
A
A
B
D
L.H. SHOWN
I.UJ.1 Universal Joint Male
Type No. A B C D E R
I.UJ.1 102 65 215 106 26 51
I.UJ.2 Universal Joint Female
Type No. A B C
I.UJ.3 102 65 272
I.UJ.3 Elephants Foot Stop To Be Used In Conjunction
With I.UJ.1 & I.UJ.2 (Left & Right Hand)
Type No. A B C D
I.UJ.4 102 65 159 215
I.UJ.5 Elephants Foot External Angle To Be Used In
Conjunction With I.UJ.1 & I.UJ.2 (Left & Right Hand)
Type No. A B C D a
I.UJ.5.1 102 65 159 215 30°
I.UJ.5.2 102 65 159 215 45°
I.UJ.5.3 102 65 159 215 60°
Type No. A B C D R
I.UJ.7.1 215 102 65 102 54
I.UJ.6 Elephants Foot Stop Internal Angle To Be Used In
Conjunction With I.UJ.1 & I.UJ.2 (Left & Right Hand)
Type No. A B C D a
I.UJ.6.1 102 65 102 215 30°
I.UJ.6.2 102 65 102 215 45°
I.UJ.6.3 102 65 102 215 60°
universaljointbricks
special shapes | universal joint bricks (including Easyangle®
)
Type No. A B C D E R
I.UJ.2 102 65 218 230 12 61
I.UJ.7 Easyangle®
(Left & Right Hand)
I.UJ.4 Elephants Foot Stop 90° Return, To Be Used In
Conjunction With I.UJ.1 & I.UJ.2 (Left & Right Hand)
17416_138_153 11/10/04 2:47 PM Page 152