PRE CAST CONCRETE LINTELS SILLS & COPINGS - Annandale

11m ago
10 Views
1 Downloads
928.13 KB
6 Pages
Last View : 29d ago
Last Download : 3m ago
Upload by : Rafael Ruffin
Transcription

PRE-CAST CONCRETE PRODUCTS PRE CAST CONCRETE LINTELS SILLS & COPINGS ANNANDALE S T R U C T U R A L THE EXPERTS IN THE MANUFACTURE AND SUPPLY OF PRE-CAST CONCRETE PRODUCTS

PRE-CAST CONCRETE PRODUCTS PRESTRESSED CONCRETE LINTELS Annadale prestressed lintels are produced in a comprehensive range of shapes, sizes and lengths; combined with galvanised or stainless steel angle lintels, the standard range satisfies most loadbearing situations. If required, special units can be manufactured to order. Authority/Materials Masonry may overhang the supporting lintel by a maximum of 25mm. Wall ties should be used in accordance with BS 5628 and current Building Regulations. Concrete lintels from Annandale Structural Concrete (Annandale ) are manufactured to comply with BS 8110: Part 1: 1997. OPC is in accordance with BS 12:1989, and aggregates used are in accordance with BS 882: 1983. Reinforcement is 5mm indented steel wire to BS 5896: 1980, having a minimum tensile stress of 1670N/mm2. Technical Details All Annandale lintels must be installed in accordance with current Building Regulations and good working practice. Annandale lintels offer a minimum of 1/2 hour fire resistance in accordance with Table 4.3 of BS 8110: Part 2. Higher ratings can be achieved by the addition of suitable site finishes. Annandale’s quality-controlled dense concrete mix results in a low water absorption, therefore lintels can be used underground, provided that the ends of the units have a minimum 45mm cover to the reinforcing wires. A flexible damp proof course (cavity tray) must be installed to all external wall lintels. This should extend a minimum of 100mm past the ends of the lintel and should finish flush with the front edge of the external lintel. Weepholes should be provided at 450mm centres. (See paragraph on insulation) The gap between the window/door head and the soffit of the lintel should be sealed with a suitable flexible compound. Shock loads from concrete floor units should be avoided. It is advisable to provide temporary support during the laying of floor units, a lintel depth of 145mm is recommended to allow for impact loads. When storing lintels on site, they should be stacked flat on a firm level surface with “TOP” uppermost. Timber bearers must be positioned near the ends of the lintels and vertically in line. Insulation Provision should be made to limit the thermal bridging which occurs around windows, doors and other wall openings. This is necessary to avoid excessive heat loss and the possibility of localised condensation. (See diagrams) Full design calculations can be provided for planning submissions Installation All Annandale lintels are marked “TOP” and this surface should be laid uppermost. It is very important that lintels are installed at the correct orientation or their design performance may be compromised. If in doubt, or if the TOP mark cannot be seen, the lintel should be built-in so that the stressing wires visible on the end faces are in the lower section of the unit. (See Diagram A) Annandale provide a THERMA-CLOSE insulation system combined with an integral damp proof membrane, suitable for our range of prestressed concrete lintels, which complies with Building Regulations requirements. Lintels should be installed with a minimum end bearing of 150mm at each end, and should be levelled and fully bedded on bricklaying mortar. F140/S LINTEL F100 LINTEL T100 LINTEL “THERMA-CLOSE” COMBINED DPC & INSULATION DPC F100 LINTEL “THERMA-CLOSE” COMBINED DPC & INSULATION FLEXIBLE SEALING COMPOUND FLEXIBLE SEALING COMPOUND A. F100 LINTEL, CAVITY CLOSER AND T100 LINTEL F100 LINTEL B. F100 OR T70 LINTEL C. F140/S LINTEL,, CAVITY CLOSER and T100 LINTEL

LOAD / SPAN TABLES FOR CONCRETE LINTELS Lintel Size Load / Span Table- Maximum Service UDL in kN/m* (No composite action with masonry over) CLEAR SPAN - mm TYPE W x D (mm) 900 1200 1500 1800 T100 100 x 70 8.50 4.87 3.16 2.21 T70 70 x 100 11.77 6.80 4.42 3.10 2.30 F100 100 x 145 40.44 28.80 19.03 13.50 F140 140 x 145 54.93 39.00 25.75 43.86 35.24 23.26 F140/S 100/140 x 145 2100 2400 2700 3000 3300 3600 3900 10.07 7.80 6.21 5.07 4.22 3.56 3.05 18.26 13.62 10.55 8.41 6.86 5.70 4.82 4.12 16.50 12.30 9.53 7.60 6.20 5.15 4.35 3.72 * Live Load not exceeding 50% of Total Load SUMMARY OF LINTEL PROPERTIES Lintel Size Average Weight MR MuR Vco* TYPE W x D (mm) (kg/m) (kN-m) (kN-m) (kN) T100 100 x 70 16 0.965 1.394 12.76 T70 70 x 100 16 1.378 1.992 13.07 F100 100 x 145 34 6.09 9.144 27.30 F140 140 x 145 47 8.34 12.36 37.08 41 7.717 11.56 32.90 F140/S 100/140 x 145 *Assumes minimum 100mm bearings. Normal bearing 150mm. COMPOSIT ACTION OF 100W x 70D PRESTRESSED LINTEL WITH MASONRY OVER: A. Brickwork - minimum 20N/mm2 bricks Clear Span - mm Maximum Service UDL in kN/m* No. of Overall Courses Depth inc. Lintel 900 1200 1500 1800 2100 2400 2700 3000 2 220 8.50 4.87 3.16 2.21 1.39 3 295 12.42 7.35 4.85 3.44 2.56 1.99 4 370 20.29 12.20 8.06 6.71 4.26 3.30 2.63 5 446 20.29 15.22 12.07 8.56 6.38 4.94 3.94 3.21 6 520 20.29 15.22 12.18 10.15 8.70 6.92 5.50 4.50 * Live Load not exceeding 50% of Total Load. Note: Lintels to be propped at 1.2m centres until masonry has cured. B. Blockwork - 7N/mm2 Maximum Service UDL in kN/m* Clear Span - mm No. of Overall Courses Depth inc. Lintel 900 1200 1500 1800 2100 2400 1 295 13.38 7.92 5.23 3.71 2.76 2.14 2 520 20.29 15.22 12.18 10.15 8.70 7.44 2700 3000 6.94 4.84 * Live Load not exceeding 50% of Total Load. Note: Lintels to be propped at 1.2m centres until masonry has cured. 4200 3.57

PRE CAST SILL DIMENSIONS SILL TYPE 1 BULL NOSE Without ears, can be cut on site to suit an opening. Lengths of: 1000mm 1200mm 1500mm 1800mm 2000mm With or without ears. 2800mm max length. m 40m m 60m m 110m 150mm 100 mm 120mm 40mm mm 100 70mm mm 110 m 220m STANDARD SILL 140mm Without ears, can be cut on site to suit an opening. Lengths of: 1300mm 2000mm mm 250 TYPE 2 BULL NOSE With or without ears. 2700mm max length. m 50m m 110m 50mm 75m m 70mm 70mm mm 120 130mm m 180m TYPE 1 FLAT NOSE With or without ears. 2200mm max length. m 30m m 70m 15mm 50m m mm 280 TYPE 3 BULL NOSE With or without ears. 2500mm max length. 55mm m 40m m 0m 15 100mm m 110m 20mm 100 mm 70mm TYPE 2 FLAT NOSE 2200mm max length. m 90m m 0m 10 m 50m 15mm 100 mm 140mm mm 250 120mm 80mm m 5m 11 130mm With or without ears. 2800mm max length. TYPE 3 FLAT NOSE 2500mm max length. mm 250 TYPE 4 BULL NOSE m 50m m 120m 50mm 20mm 110 mm mm 250 15mm 70mm 120mm m 0m 15 180mm m 0m 20 120mm mm 250 ANNANDALE S T R U C T U R A L

PRE CAST COPING DIMENSIONS LARGE COPING 1500mm Length Best suited for a 300mm wall. 600mm Length 50mm 50mm 30mm 120mm 40mm 37 5m m 28 0m m 120mm 18 50 mm m 5m 39 600mm Length mm 00 15 m 0m 60 600mm Length 600mm Length 25mm 45mm 30mm 45mm 70mm 50mm 14 0m m 30 0m m 23 0m m 600mm Length CONCRETE BOLLARDS 80mm 60mm m 0m 60 m 0m 60 m 0m 60 m 0m 60 370mm PILLAR CAPS 450mm2 525mm2 600mm2 1270mm 600mm Length 60mm 40mm m 0m 60 230mm 230mm ANNANDALE S T R U C T U R A L

PRE-CAST CONCRETE PRODUCTS PORT SOIF RO AD Where We Are FER TIN R PO PORT S OIF ROAD SALINE ANNANDALE S T R U C T U R A L ROUTE DE LA MARE DE CARTERET RUE DE GALAAD COBO CA RT ER ET DU P OMM IER E UT RO BO CO T AS CO DE RO AD RO UT E ROUTE DE LA HOUG UE RUE DE LA DES AN S GR E LES OCQU R GRANDES ROCQUES BAY BO CO DE ANNANDALE Ltd. Rue des Marais, Vale, Guernsey, C.I., GY6 8BA Telephone: (01481) 258134 Factory: (01481) 253088 Mobile: 07781 156004 Fax: (01481) 252364 E-mail: timg@asc.gg Web: www.annandale.gg

PRESTRESSED CONCRETE LINTELS PRE-CAST CONCRETE PRODUCTS. LOAD / SPAN TABLES FOR CONCRETE LINTELS Lintel Size Load / Span Table- Maximum Service UDL in kN/m* (No composite action with masonry over) CLEAR SPAN - mm TYPE W x D (mm) 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200

Related Documents:

The design of Naylor Prestressed Lintels complies with BS8110:part 1: 1997: Section 4. Naylor Lintels conform to BSEN845 part 2: 2013. Materials used in the manufacture of Naylor Prestressed Lintels comply with BSEN206:2013 and BS8500-1:2015. The prestressing wire complies with BS5896:2012. Naylor Lintels have a low water absorption and as a

Concrete lintels are usually either rectangular, U-shaped, L-shaped, etc. Generally, two types of concrete lintels, reinforced or pre-stressed, are commonly used in civil engineering. Erecting masonry walls force the application of prefabricated lintels to maintain convenient and quick to cover openings. They are delivered to the construction site

Keystone’s full range of lintels is also available in stainless steel, providing the same high quality and performance features as our standard galvanised lintels. Keystone produce more than just steel lintels. Our specialist product range is designed to meet the needs of even the most complex project. HI-THERM Keystone has redefined lintel performance with Hi-Therm, the low cost solution to .

In lintels over 1.500m props must be used at the quarter points until mortar work has matured. 4. Where a D.P.C. is used it must be placed over the second layer of the blockwork - see sketch detail. . CONCRETE LINTELS. FLOORING CILLS Available in two standard types - TYPE S1 TYPE S2 TYPE S3 SECTION 175 X 75 - 50 X LENGTH. SECTION 215 X 75 .

Cast-Crete was founded in Tampa Bay, Florida in 1955 as a producer of precast concrete products for the building industry. With over 55 years experi-ence, Cast-Crete is known in the precast concrete industry for its extensive knowledge, leadership, and innovation. Cast-Crete pioneered the use of precast concrete U - Lintels and today is the

the ICF lintels without shear reinforcement outperformed the ACI 318-99 predicted capacities. However, a general design approach was not developed since lintels with longer-spans were not considered. Expanding upon the previous work, t

Span Tables Rafters Roof Lintels Deck Joists Deck Bearer Ridge Beams Calculations Paint specs Design with Jenkin Tru-Pine Span Tables. Rafters 3-7 Roof Lintels 8-18 Deck Joists 19 Deck Bearer 20-21 Ridge Beams 22-26 Calculations 27-28 Paint Specs 29

The API Specification and the EEMUA Specification differ slightly in some respects. The main differences in the specifications are in the requirements for the rheological properties and filtrate loss of the slurry. The rheological properties of the slurry at different rates of shear are determined using a direct reading viscometer. Filtrate loss is determined using a filter press. Test methods .