Pre-Set Anchors Railings High Mast Overhead Signs
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D3.2 Dragados
This project has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement No. 653789. Coordinated and Support Project (CSA) Call: H2020-MG-2014_SingleStage_B Topic: MG-8.1b-2014 REthinking Future Infrastructure NETworks REFINET Project Duration: 2015.05.01 – 2017.04.30 Grant Agreement number: 653789 Coordinated and Support Project WP3 D3.2 DRAGADOS Best practices in design, construction and maintenance of transport infrastructures Submission Date: 03.07.2017 Due Date: 30.04.2016 Dissemination Level PU PP RE CO Project Coordinator: Alain ZARLI (CSTB) Tel: +33 493 95 67 36 Fax: +33 493 95 67 33 E mail: [email protected] Project website address: www.refinet.eu REFINET 2 D3.2 – Best practices in design, building and maintenance of transport infrastructures REVISION HISTORY Date Version Author/Contributor1 Revision By2 Comments 11.04.2016 V01 DRAGADOS, M. Segarra / First draft upon request of the REFINET Partners/ P.O. ENCORD members / ECTP members / NTPs members 06.05.2016 V1 DRAGADOS, M. Segarra, Final version of the document. P. Delgado / REFINET Submitted deliverable. Partners/ ENCORD members / ECTP members / NTPs members 03.07.2017 V2 DRAGADOS Miguel SEGARRA Final version submited to EC/INEA with changes linked to publication on CORDIS (EU emblem, disclaimer). Disclaimer The information in this document is provided as is and no guarantee or warranty is given that the information is fit for any particular purpose. The user thereof uses the information at its sole risk and liability. The document reflects only the author's view and the INEA and the European Commission are not responsible for any use that may be made of the information it contains. -
Anchor Bolts
[ PREVIOUS ] [ NEXT ] ANCHOR BOLTS MASCO.NET POUR IN PLACE Anchor Bolt Holder Fits ½" to ¾" diameter anchor bolts. Anchor bolt locks into e-z bolt sleeve with locking ring and is then placed into the base. Unique design allows for vertical height adjustment of anchor bolts. Assures proper placement of anchor bolts on elevated slabs. Base Plate holder attaches to the decking by nail or staple. No. Qty/Ctn Wt/Ctn (lbs) AZ ABH 100 16.0 Anchor Bolts Anchor bolts are fabricated from low carbon steel for use in the limited load requirements of a foundation bolt. Available in 1/2" Washers ,5/8" and 3/4" diameters with national course thread. All sizes are Washers are used with all sizes of bolts and rod. The furnished with N.C. nut only. washers are fabricated from carbon steel. No. Size Wt (lbs) Qty/Bag No. Size Wt (lbs) CT 126BOLT 1/2"x 6" 0.35 100 pcs CT 12WASH 1/2" 0.04 CT 128BOLT 1/2"x 8" 0.45 100 pcs CT 58WASH 5/8" 0.08 CT 1210BOLT 1/2"x 10" 0.51 100 pcs CT 34WASH 3/4" 0.11 CT 1212BOLT 1/2"x 12" 0.61 100 pcs CT 1WASH 1" 0.17 CT 588BOLT 5/8"x 8" 0.70 50 pcs CT 114WASH 1-1/4" 0.21 CT 5810BOLT 5/8"x 10" 0.82 50 pcs CT 5812BOLT 5/8"x 12" 1.0 50 pcs CT 348BOLT 3/4"x 8" 1.1 50 pcs CT 3410BOLT 3/4"x 10" 1.3 50pcs CT 3412BOLT 3/4"x 12" 1.5 50 pcs Nuts - N/C Hot Dipped Galvanized Nuts are used with all sizes N/C bolts and rod, the nust are fabricated from carbon steel. -
Precast Handbook Concrete Construction Products
BUILDING STRENGTH™ PRECAST HANDBOOK CONCRETE CONSTRUCTION PRODUCTS Safety Information Improper Use of Concrete Accessories Can Cause Severe Injury or Death Read, understand and follow the information and instructions in this publication before using any of the Dayton Superior concrete accessories displayed herein. When in doubt about the proper use or installation of any Dayton Superior concrete accessory, immedi- ately contact the nearest Dayton Superior Service Center or Technical Service Department for clarification. See back cover for your nearest location. Dayton Superior products are intended for use by trained, qualified and experienced workers only. Misuse or lack of supervision and/or inspection can contrib- ute to serious accidents or deaths. Any application other than those shown in this publication should be carefully tested before use. The user of Dayton Superior products must evaluate the product application, determine the safe working load and control all field conditions to prevent applications of loads in excess of a product’s safe working load. Safety factors shown in this publication are approximate minimum values. The data used to develop safe working loads for products displayed in this publication are a combination of actual testing and/or other industry sources. Recommended safe working loads given for the products in this publication must never be exceeded. Worn Working Parts For safety, concrete accessories must be properly used and maintained. Concrete accessories shown in this publication may be subject to wear, overloading, corrosion, deformation, intentional alteration and other factors that may affect the device’s performance. All reusable accessories must be inspected regularly by the user to determine if they may be used at the rated safe working load or should be removed from service. -
A Review of Structural Failures in Ireland
A Review of Structural Failures in Ireland Trinity College Dublin Department of Civil, Structural and Environmental Engineering A Thesis submitted for the degree of Master of Science by Ian James Duckenfield June 2016 Declaration I declare that this thesis has not been submitted as an exercise for a degree at this or any other University and that it is entirely my own work. I agree to deposit this thesis in the University’s open access institutional repository or allow the Library to do so on my behalf, subject to Irish Copyright Legislation and Trinity College Library conditions of use and acknowledgement. Signed i Abstract A Review of Structural Failures in Ireland Ian James Duckenfield Many technical papers have been written and presented to the structural engineering community in Ireland giving details of major projects successfully completed. These projects are on time and under budget. Far more interesting to practising engineers are the cases where things go wrong, and in some cases very badly wrong. Unfortunately the lessons learnt in such cases are hidden from view. No engineer wants to admit that he made an error which now, with the benefit of hindsight, is obvious. The risks of structural failures are extremely low, especially when compared to activities such as car driving and smoking. Nevertheless lives have been lost and life-altering injuries sustained by structural collapses in Ireland. The author has over 40 years of structural design experience and has been collecting examples of failures and near misses. This includes cases where the author acted as an expert witness relating to failures. -
Pull-Out Behavior of Headed Anchors Used in a Totally Prefabricated Counterfort Retaining Wall System
Pull-out behavior of headed anchors used in a totally prefabricated counterfort retaining wall system Maen Farhat, Mohsen Issa, and Bruno F. J. Prado totally prefabricated counterfort retaining wall sys- tem was developed as a method for fast-track con- ■■ This paper studies the pull-out behavior of headed A struction. It is composed of a precast concrete base anchors used in a totally prefabricated counterfort slab and a precast concrete face panel with three counterforts retaining wall system through an experimental test- that are connected on-site with headed anchors. In this study, ing program as well as finite element analysis. an experimental testing program was conducted to examine the pull-out behavior of the headed anchors. The study took ■■ The testing program included various anchor bar into account different bar sizes, ranging from 19M to 29M sizes and embedment lengths and studied the mode (no. 6 to 9), that can be used in the design process, as well as of failure when subjected to tensile loading. two different commercially available grout types and headed anchors. The anchors were studied with different embedded ■■ Results of the test program were compared with lengths to examine the change in the mode of failure asso- results from various design methods, including those ciated with changing the embedment depth of the headed from the American Concrete Institute, the American anchors. In addition, a detailed three-dimensional finite Institute of Steel Construction, and the American element analysis was performed to further investigate the Society of Civil Engineers. damage development in the anchors and shear pocket under axial loading conditions. -
Forming Accessories Handbook Concrete Construction Products
BUILDING STRENGTH™ FORMING ACCESSORIES HANDBOOK CONCRETE CONSTRUCTION PRODUCTS Table of Contents General and Technical Information.............. 1 Medium/Heavy Forming ............................47 General Slabwork .......................................77 Definitions ....................................................................... 1 B1 Two Strut Coil Tie and B2 Four Strut Coil Tie ......... 47 C1B and C1C Wedge Hangers .....................................77 Safety Notes and Product Application ........................ 1 B1B3 and B2B3 Screw-On Coil Tie .......................... 48 C2 Coil Hanger Saddle Type ...................................... 78 Dayton Superior Technical Services ......................... 1 Coils ............................................................................... 49 C3 Coil Half Hanger .................................................... 79 Usage Affecting a Product’s Safe Working Load .............2 B6 Welding Coil Tie ..................................................... 49 C13 Plate Saddle Hanger ............................................ 79 Induced Tension Loads ................................................. 6 B7 and B22 Inserts (Crimp) ...................................... 49 C13A All-Wire Saddle Hanger ...................................80 Induced Shear Loads .................................................... 6 B11 Flat Washers ..........................................................50 C14 Channel Hanger.....................................................81 Combined Shear and -
Technical Information Schöck Combar® December 2015
Technical Information Schöck Combar® December 2015 Technical project service Tel. +49 7223 967-449 Fax +49 7223 967-490 [email protected] Planning tools – downloads and requests Tel. +49 7223 967-449 Fax +49 7223 967-490 [email protected] www.schoeck-Combar.com This technical information does not apply to projects in Germany, the Netherlands and Canada. For applications in these countries please refer to the local technical informations Schöck Combar®. The design values and recommendations provided in this technical information represent the best of our knowledge at the time of publication. They are based on international certifications (Germany, The Netherlands) and compliance reports (ISIS Canada, CSA S807, ACI440.3R) as well as on the results of extensive research and testing. They are intended to provide the planner and the designing engineer with a better understanding of Schöck Combar®. The information provided in this technical information in no way releases the designing engineer of his duties and responsibilities. It can not replace commonly accepted engineering rules and regulations. ! 2 Schöck Combar® Table of contents Page Fibre reinforced composite 4 All types at a glance 5 Product description 6 Product data sheet 7 Combar® Bent bars and stirrups 8 - 9 Bar end heads 10 - 11 Dowels 12 Certifications and test reports 13 Storage, transport and machining 14 Applications 15 Tensile strength and modulus of elasticity 16 Durability, characteristic value of the tensile stragth 17 - 18 Bond behavior 19 - 20 Crack width 21 - 22 Deflection -
Hebel Slab Panel Autoclaved Aerated Concrete
Technical Sheet and Installation Guide Hebel® Slab Panel Autoclaved Aerated Concrete German Technology About Hebel® Hebel® is a registered trademark of Xella Hebel® is committed to providing to the stages, in order to guarantee the best Group, a German technology. In the USA, United States with environmentally quality for our customers. we are now part of Bexel International responsible building solutions that Group, manufacturing Autoclaved conserve material an energy usage. We Its properties take any project to a higher Aerated Concrete products, following the are members ot the Green Building category, managing to build a better highest quality standards of the industry. Council. quality life, comfort and savings for a Hebel® offers the most efficient solution lifetime. At Hebel® we care to offer a full in construction systems, more than 80 Hebel® Autoclaved Aerated Concrete experience with a 360 service for each years in the market support us. We have offers to contractors with strong, project specification. been present in America since 1994. easy-to-install blocks and reinforced panels that are one-third the weight of The Hebel® Plant is located in Nuevo Hebel® is distinguish by being a traditional concrete and replace León, México and its USA offices are high-quality, innovative option that traditional multi step construction located in San Antonio, TX., from where combines various properties in a single processes. we serve the USA market. material. The benefits are reflected from the construction phase, it is up to 5 times Our building systems offer low insurance lighter than traditional concrete, and has and maintenance cost to the building a significant impact on reducing owner. -
Connections for Architectural Precast Concrete
U C E D A T I G O N N I U N I T N O C Connections for Architectural Precast Concrete Knife Plate Tie-Down Plate Shims CONNECTIONS FOR ARCHITECTURAL PRECAST CONCRETE Connections are a significant design consideration that influences safety, performance, and economy of ar- chitectural precast concrete enclosure systems. Many different connection details may be required to accom- modate the multitude of sizes and shapes of precast concrete units and varying support conditions. The purpose of this article is to provide connection design concepts and other considerations to Architects. While connection design is normally delegated to the precast concrete supplier, design criteria and load paths must be specified by the Structural Engineer of Record (SER) and the Architect must be aware of the impact of connections on final detailing. Whether an architectural precast concrete element is used in a loadbearing or a non-loadbearing application, various forces must be considered in connection design. In non-loadbearing applications, a cladding panel must resist its self weight and all other appropriate forces and loads, such as seismic, wind, snow, restraint of volume changes and effects of support system movement, construction loads, loads from adjacent materials, and any other specified loads. These loads and forces are transferred by the architectural precast concrete el- ement through connections to supporting structure. If a panel is loadbearing, then in addition to the above, some connections must also resist and transfer dead and live loads imposed on it by floor and roof elements. A major advantage of precast concrete construction is rapid installation. -
ICKTCM130635 경부고속철도 제7-1공구 노반신설 기타공사 공사시방서(영문) 05장(강재구)(권순천).Hwp
OO High Speed Railway Lot No.O-1 Roadbed Construction PJ Specification - Tunnelling Works OO고속철도 제O-1공구 노반신설 건설공사 공사시방서 - 터널공 1997. 05 - Contents - 1. General 2. Construction survey 3. Rock classification and application of standard section 4. Excavation and mucking 5. Support 6. Steel form work 7. Concrete lining 8. Backfill insert 9. Waterproof and drainage 10. Waterproofing for the open cut type of tunnel 11. Entrance 12. Monitoring 13. Safety and sanitation 14. Chemical grouting 15. Grouting for tunnel reinforcement (Special chemical grouting by polymer urethane) 16. Temporary electric work 제 공 처 국토교통부 출 처 Korea High Speed Rail Construction Authority 1. General 1.1 Application (1) This Specification shows the general standards for tunneling work to be executed by NATM for Seoul-Pusan High speed Railway Construction section. (2) This specification is applicable to construction management and monitoring for NATM. (3) For aspects which are not specified in this specification, the Standard Specification by OHRC and the Standard Specification for Tunnel Construction by Ministry of Construction and Transportation shall be applied. 1.2 Work plan (1) The Contractor shall make a work implementation plan and a work procedure of the specifications according to b, para 6, Chapt. 1 and d, para 3, Chapt 8 of the specifications and proceed to work after the Supervisor's approval. (2) Construction scope and duration and local features and the foundation condition shall be considered in making a work execution plan, and environmental pollution and traffic problem shall be minimized. (3) Cycle time for excavation and auxiliary construction method shall be reviewed in making the work plan. -
Prediction Models for the Breakout Strength Design Of
Concrete breakout capacity of cast-in-place concrete anchors in early-age concrete James B. Winters and Charles W. Dolan rediction models for the breakout strength design of inserts were developed using mature concrete with a Pminimum concrete compressive strength of 2500 psi (17 MPa). Inserts used in stripping precast and prestressed concrete and tilt-up construction may see loads applied as early as 18 hours after casting, and architectural elements may have stripping and handling loads applied even earlier. There are anecdotal reports of failure of stripping inserts at these early ages. There are multiple potential reasons for these failures. First, the failure can occur due to the intricacies of the individual lifting device. Second, if the tensile capacity of the concrete develops more slowly than the compressive strength and decisions are based on com- ■ Precast concrete elements are often stripped at strengths lower pressive strength, a premature failure may occur. Third, if than the minimum 2500 psi (17 MPa) required by ACI 318-08 the insert is designed for the specified concrete strength appendix D, raising a concern as to whether the ACI equations rather than the stripping strength, there may be insufficient are applicable for early-age concrete. embedment. Fourth, stripping requirements may not have incorporated suction or dynamic loads due to stripping and ■ Seventy-eight pullout tests were conducted on headed stud handling. Increases in loads from stripping and handling assemblies in concrete as young as 12 hours. are not -
Concrete Forming Accessories PRODUCT HANDBOOK
CONCRETE FORMING AccESSORIES PRODUCT HANDBOOK ® PROUDLY MADE IN AMERICA DAYTONSUPERIOR.COM Index ® Product Page Product .......................................................................Page Adjustable Coil Bolt ......................................................... 55 Jahn “A” Bracket .................................................................... 32 Adjustable Kicker ............................................................. 27 Jahn “C” Bracket .................................................................... 33 All-Wire Saddle Hanger ................................................... 84 Jahn Cornerlock .................................................................... 33 Anchor Bolt Sleeve ....................................................46, 65 Jahn Scaffold Jack................................................................. 34 Bag Ties .......................................................................... 74 Joist Type A Adjustable Screed Base ................................... 87 Base Tie .......................................................................... 29 Krueper Taper Tie .................................................................. 70 Information Technical and General Batter Washer .................................................................. 63 Load Key Joint ....................................................................... 92 Bolt Clamp ....................................................................... 46 Loop Panel Tie, Standard and Heavy ..................................