Erstantie 2, FIN Villähde Tel , Fax

Save this PDF as:
 WORD  PNG  TXT  JPG

Size: px
Start display at page:

Download "Erstantie 2, FIN Villähde Tel , Fax"

Transcription

1

2 2

3 3 CONTENTS Page 1 PRODUCT DESCRIPTION MATERIALS AND STRUCTURE PRODUCT RANGE MATERIALS MANUFACTURING MANUFACTURING TOLERANCES QUALITY CONTROL AND MARKING DIMENSIONS ATP and AHP rebar bolts ALP anchor bolts AMP anchor bolts CAPACITIES BASIS OF DESIGN BOLT CAPACITIES COMBINED LOADINGS THE USE OF ANCHOR BOLTS RESTRICTIONS DESIGN PRINCIPLES PLACING OF BOLTS Minimum bolt edge distances for normal forces Minimum bolt centre to centre distances for normal forces Minimum bolt edge distances for shear force ADDITIONAL REINFORCEMENT Connection reinforcing principle Column to column joint Placing short stud head anchor bolts in slabs or low foundations Placing short stud head anchors in a foundation column Placing rebar bolts in a foundation column Placing AMP bolts in a column ADDITIONAL CLAUSES FOR T40 REBAR CORRECTION OF CAPACITY VALUES Change of concrete strength Small edge distance Small centre to centre distance Durability and concrete cover INSTALLATION FORMING A BOLT GROUP BOLT ASSEMBLY AND TOLERANCES BENDING AND WELDING OF BOLTS COLUMN INSTALLATION SAFETY PRECAUTIONS INSTALLATION CONTROL Instructions for bolt assembly Instructions for column installation Download free from ColJoint design program for bolt/column shoe connection

4 4 1 PRODUCT DESCRIPTION The anchor bolt transfers forces acting in the bar direction to foundation or lower column by rebar bond or by stud head anchoring. Connection shear force is transferred to the concrete structure by the concrete edge pressure acting on the bolt shaft. 2 MATERIALS AND STRUCTURE 2.1 Product range The anchor bolt product range include following bolt types: ATP AHP ALP-L ALP-P AMP, -M Short rebar bolt with stud head anchor Rebar bolt with straight bonding rebar Short high strength anchor bolt with stud head anchors High strength anchor bolt with straight rebars Standard bolt for moment stiff connection between precast beam and column Beside the bolt the standard delivery contains 2 nuts and 2 round washers. For the AMP bolt lower nut and washer can be replaced with a round threaded steel plate. 2.2 Materials - Rebar T16-T32 SFS 1215 (EN 10080) A500HW (B500B), f y = 500 N/mm² Rebar T40 NS B500NC - ALP thread High strength steel f y = 700 N/mm² Imacro M, Ovako f u = N/mm² - Nut ISO Grade m8 - Washer EN S355J2+N 2.3 Manufacturing Method of manufacturing - Rebars and bolt materials are mechanically cut - Anchors are MAG welded with a robot or by hand to high strength steel bolt. Weld class C EN-ISO Threads M16-M52 are rolled and M60 is cut. - Anchoring stud is hot forged and air cooled. Surface treatment options: 1) Black steel with lightly oiled thread is standard supply 2) Hot dip galvanizing according to EN ISO including also nuts and washers - ATP and AHP bolts are galvanized throughout - threaded part of ALP and AMP bolt is galvanized before welding black anchors 2.4 Manufacturing tolerances - Total bolt length ± 10 mm - Length of thread +5,-0 mm - Metric thread ISO g 2.5 Quality control and marking Anstar Oy has a quality control agreement with Inspecta Certification and Nordcert. The bolt production is certified according to standards EN , EN and EN The shoes are manufactured with following markings: - control mark for Inspecta Certification and Nordcert - company name ANSTAR, CE-mark, product type and week of manufacture

5 Dimensions ATP and AHP rebar bolts ATP and AHP rebar bolts are used to join columns to foundations in connections transferring normal forces, shear forces and bending moments. ATP bolts are used in connections where short anchoring lengths are needed, such as in slabs and short foundation columns. AHP bolts can be used in foundations where there is enough space for straight rebar anchoring. K Ø T S ATP K L Ø D washer AHP L Fig. 1. ATP and AHP foundation bolts Table 1. Dimensions of ATP and AHP anchor bolts (order AHP with desired L) Typ L other lengths K As M Ø D S T weight colour mm in stock mm mm 2 mm mm mm mm mm kg ATP M16 T ,7 yellow ATP M20 T ,2 blue ATP M24 T ,2 l. gray ATP M30 T ,3 green ATP M39 T ,0 orange AHP M16 T ,5 yellow AHP , M20 T ,7 blue AHP , 2000, M24 T ,8 l. gray AHP , M30 T ,2 green AHP M39 T ,6 orange Also available as hot-dip galvanized. Table 2 and figure 2. Rebar lap length l 0,min (EC2) for bolt tensile force concrete strength C25/30 C32/40 bond condition η1 1,0 1,0 1,0 1,0 0,7 concrete cover α2 0,7 1,0 0,7 1,0 1,0 percentage α6 1,5 1,5 1,5 1,5 1,5 AHP AHP AHP AHP AHP l 0,min

6 ALP anchor bolts ALP anchor bolts are used to join columns to foundations in connections transferring normal forces, shear forces and bending moments. ALP-L bolts are used in connections where short anchoring lengths are needed, such as in slabs and short foundation columns. ALP-P bolts can be used in foundations where there is enough space for straight rebar anchoring. K 50 Ø ALP22L,..., -52L ALP60L ALP-L K 50 L Ø D D ALP36P ALP39P ALP45P ALP52P ALP60P ALP22P ALP27P ALP-P L D D Fig. 3. ALP anchor bolts Table 3. Dimensions of ALP anchor bolts Typ L K As M Ø D S T weight colour mm mm mm 2 mm mm mm mm mm kg ALP22L M22 3T ,6 l. blue ALP27L M27 3T ,0 black ALP30L M30 3T ,7 ALP36L M36 3T ,0 red ALP39L M39 3T ,6 braun ALP45L M45 3T ,5 purple ALP52L M52 3T ,2 white ALP60L M60 4T ,6 pink ALP22P M22 3T ,6 l. blue ALP27P M27 3T ,7 black ALP30P M30 3T ,0 ALP36P M36 4T ,8 red ALP39P M39 4T ,7 braun ALP45P M45 4T ,6 purple ALP52P M52 4T ,3 white ALP60P M60 4T ,0 pink Also available as hot-dip galvanized (only threaded bar not anchors) L = Total length of bolt K = Length of thread K j = Area of threaded cross-section M = Metric thread size Ø = Amount and diameter of rebars D = Combined anchor space needed S = Washer diameter T = Washer thickness

7 AMP anchor bolts AMP anchor bolts are used in moment stiff precast beam-to-column connections. Bolt dimensions have been designed for limited embedment space in concrete column. AMP bolts can also be used in connections where short anchoring lengths are needed, such as slabs and short foundation columns to transfer normal forces, shear forces and bending moments. AMP-M bolts are used to connect two precast beams facing opposite sides of the column. Product code is AMP-M-L (for example AMP52M-1480). AMP AMP-M K 50 U A Ø K 50 Column width Ø 50 K B L L Fig. 4. AMP anchor bolts Table 4. Dimensions of AMP anchor bolts Type L K As M A B Ø U S weight mm mm mm 2 mm mm mm mm mm mm kg AMP M T ,5 AMP M T ,8 AMP M T ,7 AMP M T ,3 AMP M T ,8 AMP36M-L M T AMP39M-L M T AMP45M-L M T AMP52M-L M T AMP60M-L M T L = Total length of bolt K = Length of thread K j = Area of threaded cross-section M = Metric thread size A = Length of anchor plate B = Width of anchor plate Ø = Diameter of rebars U = Anchor plate distance from thread S = Washer diameter

8 8 3 CAPACITIES 3.1 Basis of design The anchor bolts have been designed according to: Tension: - EN :2005 Design of Steel Structures, General rules - EN :2005 Design of Steel Structures, Joints Tension resistance has been calculated with γ M2 = 1,25 (NA: FIN) - EN :2004 Design of Concrete Structures, General rules Shear: - Elastically embedded bolt with edge distance 10Ø according to De Beer A slightly conservative capacity compared to CEN/TS :2009 chapter 6.3, suitable for anchoring machinery (smaller displacements in serviceability limit state) 3.2 Bolt capacities The anchor bolts have been designed for tension and compression capacities calculated from the thread cross-section (EN : 3.6). The bolt capacity is the same as the capacity for corresponding column shoe. Table 5. Design capacities for rebar bolts. Concrete C25/30. Bolt Normal force Shear force Corresponding good bond, α2 = 0,7 NRd [kn] VRd [kn] column shoe ATP16 AHP APK16 ATP20 AHP APK20 ATP24 AHP APK24 ATP30 AHP APK30 ATP39 AHP AK39 Table 6. Design capacities for high strength steel bolts. Concrete C25/30. Bolt Normal force Shear force Corresponding good bond, α2 = 0,7 NRd [kn] VRd [kn] column shoe ALP22L,-P APK24 ALP27L,-P APK30 ALP30L,-P APK30 ALP36L,-P AMP36, -M APK36 ALP39L,-P AMP39, -M APK39 ALP45L,-P AMP45, -M APK45 ALP52L,-P AMP52, -M APK52 ALP60L,-P AMP60, -M APK Combined loadings For combined tension and shear loads the following equation should be satisfied: (N Ed / N Rd) 1,5 + (V Ed / V Rd) 1,5 1,0 N Ed = Design tension load N Rd = Tension capacity V Ed = Design shear load V Rd = Shear capacity

9 9 4 THE USE OF ANCHOR BOLTS 4.1 Restrictions Anchor bolt capacities have been determined for static loads. When designing dynamic actions larger load safety factors should be used and the connection system should be analysed for each case. Using capacity values require that the minimum centre to centre and edge distances as well as reinforcement instructions for transferring bolt loads to concrete are followed. Impact ductility properties of ALP and AMP bolt material enables normal usage to - 40 C. 4.2 Design principles In grouted joints bolts usually transfer only tension loads, while shear load is transferred by friction (EN : 6.2.2). In ungrouted joints (installation) all loads will be carried by slender bolts. Shear loads are bending the threaded bolts and the compression side will determine the bolt size needed. Compression load acting on a bolt (symmetrical bolt group) N Edp = N Ed / n + M Ed / (0,5 * H * n) N Ed N Ed M Ed H n joint design compression load joint design bending load bolt c/c distance amount of joint bolts Bolt bending moment caused by shear load G M Ed M Q Ed M QEd = 0,5 * Q Ed * (G + M) / n Q Ed G M n joint design shear load grout thickness (mm) thread size (mm) amount of joint bolts Moment resistance H M Rd = 1,5 * f y * W x / 1,1 = 0,192 * f y * A s 1,5 N Edp A s thread cross-section f y = 500 MPa (rebars) f y = 640 MPa (high strength steel) Combined action N Edp / N Rd + M QEd / M Rd < 1,0 Fig. 5. Joint design before grouting

10 Placing of bolts Minimum bolt edge distances for normal forces AHP and ALP-P bolts The bolts require only an ordinary concrete cover thickness to the surface of the concrete structure according to EC2 chapter 4. ATP, ALP-L and AMP bolts The bolt minimum edge distances are determined for the stud head anchor Minimum bolt centre to centre distances for normal forces AHP and ALP-P bolts The bolts are placed according to requirements for lap spliced rebars. ATP, ALP-L and AMP bolts Bolt minimum centre to centre distances are determined for the stud head anchors. Table 7. Minimum edge and centre to centre distances for stud head anchors Bolt Minimum distance [mm] e1 e2 e3 e4 ATP ATP ATP ATP ATP A c1 ATP ALP-L A c1 ALP22L ALP27L ALP30L ALP36L ALP39L ALP45L ALP52L ALP60L e1 e2 e 1 AMP e 2 AMP AMP AMP AMP AMP A c1 e 1 e 2 A c1 e 3 e Minimum bolt edge distances for shear force The bolt minimum edge distance for shear force is 10*Ø, if the shear force is transferred directly to concrete. If the edge distance is smaller the whole bolt shear force should be transferred using additional stirrups or U-bent rebars.

11 Additional reinforcement Connection reinforcing principle always require reinforcement of foundation and column so, that tension, compression and shear forces can be transferred to surrounding concrete. Following chapters describe some recommended reinforcing principles Column to column joint AHP bolts join precast concrete columns with steel shoes. The reinforcement should be designed according to following instructions, see figure Bolt tension and compression forces are transferred to the column by using a single main reinforcement bar corresponding to bolt or by using two smaller main reinforcement bars, the lap length of which must correspond to the bolt length. (see table 2) 2. All shear forces are transferred with the stirrup reinforcement A qt. 3. Transverse stirrups A st must be placed in both ends of the bolt according to EC2 section These stirrups are given in table 9. AHP A qt + Ast Ast Fig. 6. Reinforcing principle for column top Placing short stud head anchor bolts in slabs or low foundations Tension load Concrete cone failure is resisted by surface reinforcement or when needed with additional bent bars A rt. Compression load if H min 5*M if H min < 5*M no additional reinforcement is needed - U-links or stirrups A pt should transfer the whole action N d - use AMP bolts ATP ALP-L M A rt Apt H min Fig. 7. Placing ATP or ALP-L bolts into a slab

12 Placing short stud head anchors in a foundation column Stud head bolts can also be placed into foundation columns. The reinforcement of the columns should be designed in the following manner: 1. Tension forces acting in the bolt should be transferred to the foundation by using main rebars bent as U-stirrups, which are anchored to the slab lower surface. The anchorage length of straight rebars is not usually long enough. 2. The bolt requires stirrup reinforcement A qt in the top of the foundation column to transfer shear forces, see figure Stirrups A vt for taking splitting forces should be placed above the stud heads according to figure 8. Ordinary stirrup reinforcement should be added to this stirrup area. Fig. 8. Placing ATP or ALP-L bolts in a foundation column ATP ALP-L A qt A vt Table 8. Splitting stirrups A vt for short bolts and additional stirrups A st for long bolts Bolt Splitting stirrups Bolt Additional stirrups Avt example Ast example ATP16 19 mm² 1T8 AHP16 70 mm² 2T8 ATP20 29 mm² 1T8 AHP mm² 3T6 ATP24 40 mm² 1T8 AHP mm² 4T8 ATP30 67 mm² 2T8 AHP mm² 5T8 ATP mm² 3T8 AHP mm² 5T10 ALP22L 51 mm² 1T8 ALP22P 60 mm² 2T8 ALP27L 76 mm² 2T8 ALP27P 101 mm² 3T8 ALP30L 88 mm² 2T8 ALP30P 101 mm² 3T8 ALP36L 135 mm² 3T8 ALP36P 101 mm² 3T8 ALP39L 161 mm² 4T8 ALP39P 157 mm² 4T8 ALP45L 216 mm² 6T8 ALP45P 157 mm² 4T8 ALP52L 290 mm² 6T8 ALP52P 245 mm² 5T8 ALP60L 386 mm² 5T10 ALP60P 402 mm² 6T Placing rebar bolts in a foundation column AHP and ALP-P anchor bolts can be placed in foundation columns where there is enough height. Tension forces acting in the bolts are transferred to the foundation with main rebars, which are anchored to lower surface of foundation. The reinforcement is placed in the following way, see figure 9. AHP: The anchorage length of the AHP bolts have been determined so, that straight rebars with same size placed in the column corners transfer the bolt loads. ALP-P: ALP-P bolts are anchored for full tension force with rebars of the same size as in the bolt. If rebars with larger diameters than the bolt anchor bars are used the lap length should be checked.

13 13 To transfer bolt shear forces a stirrup reinforcement A qt should be placed in top of the foundation column. Addition stirrups A st should be placed in the lap ends, see table 8. ALP-P A qt + A st A st Fig. 9. Placing ALP-P bolts in a foundation column Placing AMP bolts in a column AMP anchor bolts have been designed for moment stiff connection between precast beam and column. The rectangular anchor plate transfers compression loads to the concrete on front side of the column. The stud heads transfer tension loads to the opposite side. The longer side of the anchor plate is placed vertically in the column, this way the bolt can be placed close to the column edge. H Tension zone B Reinforcement for shear forces L A E ET D K Compression zone F F Fig. 10. Placing AMP bolts in a column Table 9. Minimum bolt distances in a rigid column-to-beam connection Bolt A F L D K E ET Hmin Bmin mm mm mm mm mm mm mm mm mm AET AMP AMP AMP AMP AMP A = Bolt distance from bracket F = Minimum edge distance to column side L = Total length D = Embedment length into column K = Length of visible thread E = Distance from surface of beam assembly plates ET = Minimum concrete cover for stud head H = Minimum rectangular column height B = Minimum rectangular column width

14 Additional clauses for T40 rebar The bolt AHP39 based on rebar T40 concrete bond can be used in following conditions (EC2 chapter 8.8): 1. Use bundled rebars 2T32 or 3T25 in lap joints or consider a lower stress level. 2. Stirrups are always used as confining reinforcement 3. Additional reinforcement and crack control must be considered in each case. 4.6 Correction of capacity values Change of concrete strength The capacity values of the anchor bolts can be corrected in relation to concrete grade in the following way: Normal force capacity For lower concrete grade C20/25 the capacities should be corrected by multiplying with 0,83. Instead of reducing capacities for AHP bolts with Lmin you can choose a longer stock size bolt, e.g. AHP Shear force capacity Bolt shear force capacities can be modified for both lower and higher concrete grades than C25/30 with correction factor n: n = f ck / 25 where f ck is the characteristic compressive cylinder strength for concrete used Small edge distance If ATP, ALP-L and AMP bolts are placed closer to the structure s edge than required in section 4.2, the bolt capacity values should be reduced in the following manner. Normal force With minimum edge distance the bolt normal force capacity is taken as 100. When bolt centre is at the edge of the structure this value is 0. Any values in between can be linearly interpolated. The bolt may not be placed closer to edge than concrete cover required for stud head. Shear force The use of full bolt shear capacity requires a minimum edge distance 10*Ø. If a smaller edge distance is used, all shear forces should be transferred to concrete by stirrups. With adequate reinforcement there is no need to reduce the bolt shear capacity Small centre to centre distance If ATP, ALP-L and AMP bolts are placed closer to each other than the required minimum centre to centre distance, the bolt capacity values should be reduced in the following manner: Normal force With minimum distance from each other the combined tension capacity is taken as 100. When the bolt centres overlap this value is 50. Any values in between can be linearly interpolated. Shear force There is no need for correction. All shear forces are anchored with stirrup reinforcement.

15 Durability and concrete cover The durability of the concrete joint with anchor bolt and steel shoe is designed according to EC2 chapter 4. The same exposure class is chosen for joint as for column and foundation structure if there is no special need to use a higher class. Check structural fire design when needed. Concrete cover of anchors The nominal concrete cover of anchor bars and anchor plates are determined according to exposure class related to environmental conditions. Concrete cover of threads The concrete cover and protection of threaded part including nuts and washers is determined according to exposure class: Exposure class X0 - In dry and warm conditions visible steel parts are painted if they can be maintained later. - Without maintainability the steel parts are covered with a required concrete cover. Exposure classes XC1 and XC3 - All bolt parts are covered with a required concrete layer and the leakage of water into the connection is prevented by structural solutions. - In cold and humid conditions bolts are hot-dip galvanized. Exposure classes XC2, XD4, XD, XS and XF - The use of anchor bolts in these environmental conditions should always be checked. The steel parts must in all circumstances be covered with a non cracking concrete layer. The leakage of water into the connection has to be prevented by structural solutions. 5 INSTALLATION 5.1 Forming a bolt group The anchor bolts are concreted into a bolt group by using an AAK assembly frame. With the frame it is easy to secure the right bolt positions, it also protects the threads during concrete casting. A rectangular assembly frame with four bolts can be ordered by using product code AAK-M- H*B, where M is thread size and H*B are bolt centre to centre distances. H B Fig 11. AAK assembly frame

16 Bolt assembly and tolerances When using APK column shoes the anchor bolts should be assembled in the foundation concrete according to height levels given in figure 12 and table 10. Also in other applications the bolt height levels may not differ more than the allowable tolerance, so that full bolt capacities can be used. Table 10. Bolt height levels with APK steel shoes Bolt corresponding A G torque size column shoe mm mm Nm AHP16 APK AHP20 APK AHP24 APK AHP30 APK AHP39 AK ALP22 APK ALP27 APK ALP30 APK ALP36 APK ALP39 APK ALP45 APK ALP52 APK ALP60 APK A G Fig 12. Bolt height level A = Bolt height level from concrete G = Grouting thickness under column The bolts are cast into concrete with following tolerances: Height tolerance ± 20 mm Maximum allowable bolt inclination L/100 Bolt hole clearance in column shoe M16-M30 ± 5 mm M36-M60 ± 7 mm When assembly tolerances are exceeded please ask further instructions from project s structural designer. 5.3 Bending and welding of bolts When needed, straight rebars can be bended at site (not the threaded part). When bending rebars the requirements concerning bending radius and working temperatures should be followed. Lap lengths to main reinforcement should be checked for the bent bolt. It is recommended that no load carrying fixings are welded to the rebars without consulting the structural designer. 5.4 Column installation Column installation is started by levelling the upper surface of lower washers to correspond to the planned bottom level of the precast column. The column is lifted to its place and the upper nuts are tightened. The column is levelled into an upright position by adjusting the bolt nuts. The nut housings have been designed for DIN 7444 slugging wrenches. Tightening torque values are given in table 11. The values correspond to 40 % of rebar and 20 % of high strength steel bar yield strength. The bolts are locked with double nut or by breaking the thread above the nut. The given torque is not enough for cyclic compressiontension loaded bolts.

17 17 The grouting of the column shoe and the nut housings is done according to grout manufacturer s instructions. The grout concrete should be non-shrinking and correspond to the column concrete strength. 5.5 Safety precautions The anchor bolt threads are to be protected during and after concrete casting. The bolts may not be loaded before the concrete has achieved its design strength if the plans do not specify anything else. When installing columns the working order and the assembly supporting plan should be followed. Grouting of the connection should be done according to the installation schedule and the grouting concrete should reach the planned strength before upper structures can be assembled onto the column. 5.6 Installation control Instructions for bolt assembly Before casting - ensure that bolt and frame according to plan (type, dimensions) are used and that steel parts are not damaged - ensure that the bolt group position in the formwork corresponds to given tolerances - ensure that bolt height level corresponds to given tolerances - ensure that the additional reinforcement has been installed - see that the bolt group is tightly fixed to formwork - see that the bolt threads are protected until column installation. After casting - check that bolt positions are in accordance with given tolerances - write a measurement report Instructions for column installation The column erection is done according to designer s installation plan. The assembly controller should check the following: - installation order - supports and bracings during installation - tightening of nuts - joint grouting schedule and grouting instructions

Cast-in Ferrule Connections Load/Displacement Characteristics in Shear

Cast-in Ferrule Connections Load/Displacement Characteristics in Shear Cast-in Ferrule Connections Load/Displacement Characteristics in Shear Ian Ferrier 1 and Andrew Barraclough 2 1 Product Manager - Connections, ITW Construction Systems ANZ. 2 Research and Development Manager,

More information

PURE 150-PRO EPOXY ADHESIVE ANCHOR

PURE 150-PRO EPOXY ADHESIVE ANCHOR ONLINE ANCHOR DESIGN SOFTWARE PURE 150-PRO EPOXY ADHESIVE ANCHOR Fully featured and easy to use interface Easy 5 step anchor design with 3D modelling of fastening Professional specification of DEWALT fastenings

More information

Fasteners. Fastener. Chapter 18

Fasteners. Fastener. Chapter 18 Fasteners Chapter 18 Material taken from Mott, 2003, Machine Elements in Mechanical Design Fastener A fastener is any device used to connect or join two or more components. The most common are threaded

More information

ERECTION & CONSTRUCTION

ERECTION & CONSTRUCTION ERECTION & CONSTRUCTION High Strength Structural Bolting Author: Clark Hyland Affiliation: Steel Construction New Zealand Inc. Date: 24 th August 2007 Ref.: Key Words High Strength Bolts; Property Class

More information

Design of structural connections for precast concrete buildings

Design of structural connections for precast concrete buildings BE2008 Encontro Nacional Betão Estrutural 2008 Guimarães 5, 6, 7 de Novembro de 2008 Design of structural connections for precast concrete buildings Björn Engström 1 ABSTRACT A proper design of structural

More information

COLUMN 11/2013 LINEAR STRUCTURAL ELEMENT

COLUMN 11/2013 LINEAR STRUCTURAL ELEMENT 11/2013 LINEAR STRUCTURAL ELEMENT OÜ TMB Element produces linear structural elements with the product name column in conformity with the standard EVS-EN 13225 Precast concrete products. Linear structural

More information

S W E RV E RAC K. Simple Security. Simple Stability.

S W E RV E RAC K. Simple Security. Simple Stability. S W E RV E RAC K Simple Security. Simple Stability. The Swerve Rack is a proven design that provides high security and easy bike parking. The Swerve Rack uses thick pipe construction and the full radius

More information

1/2/2016. Lecture Slides. Screws, Fasteners, and the Design of Nonpermanent Joints. Reasons for Non-permanent Fasteners

1/2/2016. Lecture Slides. Screws, Fasteners, and the Design of Nonpermanent Joints. Reasons for Non-permanent Fasteners Lecture Slides Screws, Fasteners, and the Design of Nonpermanent Joints Reasons for Non-permanent Fasteners Field assembly Disassembly Maintenance Adjustment 1 Introduction There are two distinct uses

More information

THE GATE COACHAll Rights Reserved 28, Jia Sarai N.Delhi ,-9998

THE GATE COACHAll Rights Reserved 28, Jia Sarai N.Delhi ,-9998 1 P a g e 1 DESIGN AGAINST STATIC AND FLUCTUATING LOADS 2 SHAFT, KEYS AND COUPLINGS CONTENTS Introduction 6 Factor of safety 6 Stress concentration 7 Stress concentration factors 8 Reduction of stress

More information

H O O P RAC K. Simple Security

H O O P RAC K. Simple Security H O O P RAC K Simple Security The Hoop Rack is a proven design that provides high security and easy bike parking. The Hoop Rack uses thick pipe construction and the full radius of the bend makes the Hoop

More information

Shear force transmission in expansion joints

Shear force transmission in expansion joints for better solutions Shear dowel Shear force transmission in expansion joints Reliable expansion joint dowelling in concrete structural elements General Single shear dowel HED Expansion joint dowelling

More information

Instruction Manual for installing

Instruction Manual for installing Instruction Manual for installing Preloaded (HSFG) Bolting with TurnaSure DIRECT TENSION INDICATORS CE Marked EN 14399-9 TurnaSure LLC TABLE OF CONTENTS Introduction... 1 Theory of Preloaded Bolting Assemblies...

More information

Midwest Roadside Safety Facility

Midwest Roadside Safety Facility 19'-11 1/2" 6083 239'-11 1/2" 73139 Impact 1100C 25 43 5/16" 1100 upstream from the upstream face of the first shear fender downstream of the joint between barrier nos. 7 and 8 Upstream End Downstream

More information

HSL-3 / HSL-3-R EXPANSION ANCHOR. Technical Datasheet Update: Dec-17

HSL-3 / HSL-3-R EXPANSION ANCHOR. Technical Datasheet Update: Dec-17 HSL-3 / HSL-3-R EXPANSION ANCHOR Technical Datasheet Update: Dec-17 HSL-3 / HSL-3-R expansion anchor Ultimate-performance heavy-duty expansion anchor Anchor versions a) Condition valid only for HSL-3 carbon

More information

SPECIFICATION FOR HIGH STRENGTH STRUCTURAL BOLTS

SPECIFICATION FOR HIGH STRENGTH STRUCTURAL BOLTS UDC 621.882.211 [669.14.018.291] IS : 3757-1985 (Reaffirmed 2003) Edition 3.2 (1989-07) Indian Standard SPECIFICATION FOR HIGH STRENGTH STRUCTURAL BOLTS ( Second Revision ) (Incorporating Amendment Nos.

More information

CONCRETE ACCESSORIES BAR-LOCK REBAR COUPLER SYSTEM

CONCRETE ACCESSORIES BAR-LOCK REBAR COUPLER SYSTEM CONCRETE ACCESSORIES BAR-LOCK REBAR COUPLER SYSTEM quick and easy to install no special installation equipment high strength excellent for new construction and rehab projects Bar-Lock Coupler System* ICBO

More information

6.1. PUSH-PULL-PROPS and accessories

6.1. PUSH-PULL-PROPS and accessories 6 6.1. PUSH-PULL-PROPS and accessories MOUNTING TECHNOLOGY 6 GENERAL INFORMATION PUSH-PULL-PROPS AND ACCESSORIES INDEX General information....................... 3 Push-pull-props Type R.....................

More information

PUSH-PULL-PROPS. and accessories ROBUSTA-GAUKEL GMBH MOUNTING TECHNOLOGY &CO.KG

PUSH-PULL-PROPS. and accessories ROBUSTA-GAUKEL GMBH MOUNTING TECHNOLOGY &CO.KG PUSH-PULL-PROPS and accessories MOUNTING TECHNOLOGY ROBUSTA-GAUKEL GMBH &CO.KG MOUNTING TECHNOLOGY PUSH-PULL-PROPS AND ACCESSORIES INDEX General information...................... 3 Push-pull-prop Type

More information

International Version CI/SfB (29) Et6. June MBT Mechanically- Bolted Couplers for the Construction Industry

International Version CI/SfB (29) Et6. June MBT Mechanically- Bolted Couplers for the Construction Industry International Version CI/SfB (29) Et6 June 2015 MBT Mechanically- Bolted Couplers for the Construction Industry Reinforcing Bar Couplers Simplify the design and construction of concrete Lapped joints are

More information

ALUMINUM PIPE GUIDERAIL 01/01/

ALUMINUM PIPE GUIDERAIL 01/01/ NOTES PIPE RAILING & POSTS: Structural Tube, Pipe and Bar shall be in accordance with ASTM B22 or ASTM B429, Alloy 606-T6. End Rail 90 bends and corner bends with maximum 4-0" post spacing, may be Alloy

More information

STEEL PIPE GUIDERAIL 01/01/

STEEL PIPE GUIDERAIL 01/01/ NOTES PIPE RAILING & POSTS: Pipe Rails and s shall be in accordance with ASTM A5 Grade B for standard weight pipe and ASTM A500 Grade B, C or D or ASTM A50 for structural tube. Bars for handrail supports

More information

User Guide MEGAFORM 02FAR14

User Guide MEGAFORM 02FAR14 User Guide MEGAFORM 02FAR14 IMPORTANT: Any safety provisions as directed by the appropriate governing agencies must be observed when using our products. The pictures in this brochure are snapshots of situations

More information

X-TENSION 350 Guardrail End Terminal Tangent and Flared

X-TENSION 350 Guardrail End Terminal Tangent and Flared X-TENSION 350 Guardrail End Terminal Tangent and Flared December 2015 Table of Contents Introduction 3 System Overview 3 Before Installation 3 Limitations and Warnings 4 Safety Statements 4 Parts Identification

More information

A. Extent of structural precast concrete work is shown on drawings and in schedules.

A. Extent of structural precast concrete work is shown on drawings and in schedules. SECTION 03 41 00 - STRUCTURAL PRECAST CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification

More information

European Technical Approval ETA-10/0413

European Technical Approval ETA-10/0413 ETA-Danmark A/S Kollegievej 6 DK-2920 Charlottenlund Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet www.etadanmark.dk Authorised and notified according to Article 10 of the Council Directive 89/106/EEC

More information

GURANTEED TECHNICAL PARTICULARS OF BACK CLAMP FOR LT CROSS ARM

GURANTEED TECHNICAL PARTICULARS OF BACK CLAMP FOR LT CROSS ARM Technical Specification of Back Clamp for LT Cross Arm (MS) Back clamp for LT Cross Arm made out of 50 x 6mm MS Flat suitable for 8m X 300 Kg PSC poles. After fabrication the cross arm shall be painted

More information

Schöck dowel Type SLD plus

Schöck dowel Type SLD plus Schöck dowel Type plus Schöck dowel type plus Contents Page Design joints 10 Connection options 11 Dimensions 12-13 Installation information/notes 14-15 Design/On-site reinforcement 16-29 Punching shear

More information

CI/SfB (29) Et6. September Reinforcing Bar Couplers for the Construction Industry

CI/SfB (29) Et6. September Reinforcing Bar Couplers for the Construction Industry CI/SfB (29) Et6 September 202 Reinforcing Bar Couplers for the Construction Industry Reinforcing Bar Couplers Simplify the design and construction of concrete Lapped joints are not always an appropriate

More information

Khathij Industrial Fasteners

Khathij Industrial Fasteners Dear Sir/Madam, Khathij Industrial Fasteners This is Saqubar Sadique representing 'KHATHIJ INDUSTRIAL FASTENERS' from Chennai, India. We 'Khathij industrial fasteners' like to introduce us as a Stockist

More information

PIP STF05121 Anchor Fabrication and Installation Into Concrete

PIP STF05121 Anchor Fabrication and Installation Into Concrete June 2017 Structural PIP STF05121 Anchor Fabrication and Installation Into Concrete PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this

More information

Glued laminated timber beams repair.

Glued laminated timber beams repair. Glued laminated timber beams repair. Master s Degree Extended Abstract Ricardo Cardoso Henriques da Silva Keywords: glulam, delamination, self-tapping screw, plywood, repair November 2014 1. INTRODUCTION

More information

Module 10 : Improvement of rock mass responses. Content

Module 10 : Improvement of rock mass responses. Content IMPROVEMENT OF ROCK MASS RESPONSES Content 10.1 INTRODUCTION 10.2 ROCK REINFORCEMENT Rock bolts, dowels and anchors 10.3 ROCK BOLTING MECHANICS Suspension theory Beam building theory Keying theory 10.4

More information

Downtown Rack. Custom logo option available

Downtown Rack. Custom logo option available Custom logo option available Downtown Rack The Downtown Rack uses thick, square-tube construction that can t be cut with a pipe cutter. The extended width of the Downtown Rack makes for easy bike parking

More information

Introduction 3. System Overview 3. Before Installation 3. Limitations and Warnings 4. Safety Statements 4. Parts Identification 5.

Introduction 3. System Overview 3. Before Installation 3. Limitations and Warnings 4. Safety Statements 4. Parts Identification 5. June 2015 Table of Contents Introduction 3 System Overview 3 Before Installation 3 Limitations and Warnings 4 Safety Statements 4 Parts Identification 5 Preparation 7 Soil Conditions 7 Tools Required 7

More information

For information on publications, telephone direct: +44 (0) or

For information on publications, telephone direct: +44 (0) or The Steel Construction Institute Silwood Park Ascot Berkshire, SL5 7QN. Telephone: +44 () 1344 636525 Fax: +44 () 1344 63657 Email: reception@steel-sci.com For information on publications, telephone direct:

More information

RB&W. GLOBAL LIGHTWEIGHT MATERIAL PRESENTATION April 14, SPAC Applications 1

RB&W. GLOBAL LIGHTWEIGHT MATERIAL PRESENTATION April 14, SPAC Applications 1 RB&W GLOBAL LIGHTWEIGHT MATERIAL PRESENTATION April 14, 2015 SPAC Applications 1 Global Market Trend CO2 Emission Fuel Efficiency Vehicle Weight Reduction INCREASED USAGE High Strength Steels Aluminum

More information

GENERAL ISOMETRIC LAYOUT

GENERAL ISOMETRIC LAYOUT EXISTING OR PROPOSED WIPER WALL SUPPORT STRUCTURE GATE LID CARBATHAN HG 0 WEB GRAY LOWER PAN GRATING ALUMINUM WIPER WALL CARBATHANE HG, 90 GRAY STRUCTURAL SPECIFICATIONS:. FLOODGATE MATERIAL TO BE ALUMINUM

More information

P r o d u c t D e s c r i p t i o n

P r o d u c t D e s c r i p t i o n 1 P r o d u c t D e s c r i p t i o n All BARTEK SYSTEMS Couplers are produced according to ISO9001 Rebar couplers can simplify the design and construction of reinforced concrete and reduce the amount

More information

Hyper ArmourMate. Joint Edge Protection INDUSTRIAL SLAB ON GROUND

Hyper ArmourMate. Joint Edge Protection INDUSTRIAL SLAB ON GROUND Hyper ArmourMate INDUSTRIAL SLAB ON GROUND Full system edge protection Prevents concrete spalling at construction joints High FF and FL tolerances Extends the life-cycle of the floor and the asset Provides

More information

Sheet Metal Brake Plans for a 6' Sheet Metal Brake

Sheet Metal Brake Plans for a 6' Sheet Metal Brake Sheet Metal Brake Plans for a 6' Sheet Metal Brake,1752'8&7,21 Thank you for purchasing the sheet metal brake plans. The plans include a complete list of material needed and easy to follow steps to build

More information

(English language translation, the original version is in French language) fischer Anchor bolt EXA

(English language translation, the original version is in French language) fischer Anchor bolt EXA Centre Scientifique et Technique du Bâtiment 84, avenue Jean Jaurès CHAMPS SUR MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 Autorisé et notifié conformément

More information

HEICO-LOCK WEDGE LOCK WASHERS

HEICO-LOCK WEDGE LOCK WASHERS HEICO-LOCK WEDGE LOCK WASHERS WEDGE LOCK WASHERS The Heico-Lock wedge locking system delivers high quality anti-vibration security for the most demanding of bolted joint applications. Even under extremes

More information

STRATUS SHELTER. Take bike parking to new heights

STRATUS SHELTER. Take bike parking to new heights Take bike parking to new heights The Stratus Shelter is a striking bike shelter option for any transit station, university campus, or multi-family residential building project. It is constructed of American

More information

APPENDIX FENCE GENERAL NOTES

APPENDIX FENCE GENERAL NOTES APPENDIX FENCE GENERAL NOTES 1. Fabric: 9 gage, 2" mesh, knuckle top and bottom, placed on the outside of posts, single fabric width for the entire height. 2. All fencing to be standard galvanized finish.

More information

STEEL CONSTRUCTION FASTENERS STEEL CONSTRUCTION FASTENERS

STEEL CONSTRUCTION FASTENERS STEEL CONSTRUCTION FASTENERS STEEL CONSTRUCTION FASTENERS STEEL CONSTRUCTION FASTENERS 1 STEEL CONSTRUCTION FASTENERS 2 STEEL CONSTRUCTION FASTENERS Contents New Construction Products Regulation (CPR) 5 1. High strenght structural

More information

STABILITY. SECURITY. INTEGRITY.

STABILITY. SECURITY. INTEGRITY. MODEL 150 HELICAL ANCHOR SYSTEM PN #MBHAT STABILITY. SECURITY. INTEGRITY. 150 Helical Anchor System About Foundation Supportworks is a network of the most experienced and knowledgeable foundation repair

More information

HOOP RACK Setbacks WALL 36" WALL 42" 36" STREET 59" STREET Dero

HOOP RACK Setbacks WALL 36 WALL 42 36 STREET 59 STREET Dero Setbacks WALL 36" WALL 42" STREET 36" 59" STREET Installation Instructions Surface Mount Tape Measure Marker or Pencil Masonry Drill Bit Drill (Hammer drill recommended) Hammer Wrench 9/16 Level RECOMMENDED

More information

Procedure for Wrench Calibration and Snug Tightening

Procedure for Wrench Calibration and Snug Tightening Procedure for Wrench Calibration and Snug Tightening 1. Scope: This procedure provides the method for calibration of a manual torque wrench or an adjustable impact wrench and the snug tightening procedure

More information

FASTENERS C O M P AT I B L E W I T H F E R O T I E S Y S T E M S. Which FERO Tie Systems Require Fasteners?

FASTENERS C O M P AT I B L E W I T H F E R O T I E S Y S T E M S. Which FERO Tie Systems Require Fasteners? FASTENERS C O M P AT I B L E W I T H F E R O T I E S Y S T E M S Which FERO Tie Systems Require Fasteners? Structural Actions: Fastener,, or Both? With the exception of FERO tie systems that are directly

More information

B. See Division 05 Section "Pipe and Tube Railings" for metal pipe and tube railings.

B. See Division 05 Section Pipe and Tube Railings for metal pipe and tube railings. SECTION 055000 - METAL FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following, applicable: 1. Miscellaneous steel framing and supports. 2. Prefabricated building columns. 3. Shelf

More information

PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS. Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering

PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS. Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering PRECAST SUBSTRUCTURE COMPONENTS ADVANTAGES SCHEDULE INCREASES CONSTRUCTION

More information

fischer Test Report Fixing Tests for Fastfloor and Hollowcore Units

fischer Test Report Fixing Tests for Fastfloor and Hollowcore Units fischer Test Report Fixing Tests for Fastfloor and Hollowcore Units CONTENTS. Test Parameters. January 999. July 999. March 00. Fixings Products Tested. Fischer Nylon SX Plug. Fischer FNS Nail.

More information

Connection Solutions for Wood-frame Structures. Copyright Materials. Learning Objectives

Connection Solutions for Wood-frame Structures. Copyright Materials. Learning Objectives Connection Solutions for Wood-frame Structures Presented by: John Buddy Showalter, P.E. Vice President, Technology Transfer The Wood Products Council is a Registered Provider with. Credit(s) earned on

More information

HOOP RACK HEAVY DUTY Setbacks WALL 36" WALL 42" 36" STREET 59" STREET Dero

HOOP RACK HEAVY DUTY Setbacks WALL 36 WALL 42 36 STREET 59 STREET Dero Setbacks WALL 36" WALL 42" STREET 36" 59" STREET Installation Instructions Tape Measure Marker or Pencil Masonry Drill Bit Drill (Hammer drill recommended) Hammer Wrench 9/16 Level RECOMMENDED BASE MATERIAL

More information

REBAR SPLICING HANDBOOK PERFORM WITH PRECISION CONCRETE CONSTRUCTION PRODUCTS

REBAR SPLICING HANDBOOK PERFORM WITH PRECISION CONCRETE CONSTRUCTION PRODUCTS REBAR SPLICING HANDBOOK PERFORM WITH PRECISION CONCRETE CONSTRUCTION PRODUCTS Table of Contents General and Technical Information...1 Safety Notes and Product Application...1 Dayton Superior Technical

More information

TECHNICAL CORRECTION October Process Industry Practices Structural. PIP STF05121 Fabrication and Installation of Anchor Bolts

TECHNICAL CORRECTION October Process Industry Practices Structural. PIP STF05121 Fabrication and Installation of Anchor Bolts TECHNICAL CORRECTION October 2006 Process Industry Practices Structural PIP STF05121 Fabrication and Installation of Anchor Bolts PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize

More information

X-Tension TM Guardrail End Terminal

X-Tension TM Guardrail End Terminal Installation and Maintenance Manual X-Tension TM Guardrail End Terminal Step by Step Instructions for the Tangent, Flared and Median Applications Barrier Systems Sales and Service 3333 Vaca Valley Pkwy,

More information

HOLLOW CORE PRODUCTS GROUNDED IN STRENGTH

HOLLOW CORE PRODUCTS GROUNDED IN STRENGTH HOLLOW CORE PRODUCTS GROUNDED IN STRENGTH usable space under your garage 8 form - 8 Hollow Core 7' - 11-1/2" 3" min. topping for precast diaphragms 2-3/ 3" MIN. TOPPING FOR PRECAST DIAPHRAGMS 7' - 11-3/4"

More information

Plate 60 ArmourMate. Joint Edge Protection INDUSTRIAL SLAB ON GROUND. Plate 60 AmourMate. Joint Edge Protection

Plate 60 ArmourMate. Joint Edge Protection INDUSTRIAL SLAB ON GROUND. Plate 60 AmourMate. Joint Edge Protection Plate 60 AmourMate Plate 60 ArmourMate INDUSTRIAL SLAB ON GROUND Accommodates large concrete shrinkage Facilities thermal movement Prevents spalling on construction joints Extends the life-cycle of the

More information

Pull-compression tests on glued-in metric thread rods parallel to grain in different timber species and laminated veneer lumber

Pull-compression tests on glued-in metric thread rods parallel to grain in different timber species and laminated veneer lumber COST FP1004 15-17 April 2015 Lisbon, Portugal Pull-compression tests on glued-in metric thread rods parallel to grain in different timber species and laminated veneer lumber Frank Hunger 1, Mislav Stepinac

More information

Release Notes - Fixes in Tekla Structures 2016i PR1

Release Notes - Fixes in Tekla Structures 2016i PR1 Release Notes - Fixes in Tekla Structures 2016i PR1, you can now set the to either or. is modified., the ID of the connection plate is not changed anymore when the connection now uses normal rebar groups

More information

HIGHLAND WATERSTOP Externally and Centrally Placed PVC Waterstops

HIGHLAND WATERSTOP Externally and Centrally Placed PVC Waterstops TECHNICAL DATA SHEET HIGHLAND WATERSTOP Externally and Centrally Placed PVC Waterstops DESCRIPTION HIGHLAND WATERSTOP is a range of externally and centrally placed PVC Waterstops extruded from a high grade

More information

Terms of delivery: Stock items if not sold

Terms of delivery: Stock items if not sold P R O D U C T D ATA Available sizes single rail double rail gate opening SG500 UNI DG500 UNI 300-560 SG630 UNI DG630 UNI 561-685 SG760 UNI DG760 UNI 686-810 SG890 UNI DG890 UNI 811-940 This table can be

More information

Barofor Round System (polyester coated) Panels, Posts, Accessories

Barofor Round System (polyester coated) Panels, Posts, Accessories 1 Scope This Technical Data Sheet specifies the requirements for the Barofor Round System. The complete system exists of: Panels Posts Accessories such as fixation system and posts caps. Panels and posts

More information

Mounting instructions SZ210 Full-frame pedestal with screw-on tube with placement hinge, for type SCHATTELLO

Mounting instructions SZ210 Full-frame pedestal with screw-on tube with placement hinge, for type SCHATTELLO This height will be made to order. Mounting instructions SZ210 Full-frame pedestal with screw-on tube with placement hinge, for type SCHATTELLO The following instructions include all information necessary

More information

Bolt Tensioning. This document is a summary of...

Bolt Tensioning. This document is a summary of... If you want to learn more about best practice machinery maintenance, or world class mechanical equipment maintenance and installation practices, follow the link to our Online Store and see the Training

More information

European Technical Assessment ETA-13/0029 of 11/07/2017

European Technical Assessment ETA-13/0029 of 11/07/2017 ETA-Danmark A/S Göteborg Plads 1 DK-2150 Nordhavn Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet www.etadanmark.dk Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011

More information

T Pac2 standard for prevailing torque threadlocker Dri-Loc Plastic. Introduction. Contents. 1 Scope and field of application

T Pac2 standard for prevailing torque threadlocker Dri-Loc Plastic. Introduction. Contents. 1 Scope and field of application T-26728 Pac2 standard for prevailing torque threadlocker Dri-Loc Plastic Test, material and performance specifications Introduction This standard conforms where applicable to DIN 267 part 28, DIN 267 part

More information

JVI Vector Connector

JVI Vector Connector The JVI Vector Connector User Guidelines 1 of 11 INTRODUCTION JVI designed the Vector Connector for use as shear and alignment connections between precast concrete elements such as double-tee flanges,

More information

A Full Line of Pipe Products for Any Application

A Full Line of Pipe Products for Any Application Standard Pipe Standard Pipe: SureThread and ERW Setting the standard in the standard pipe industry With a tradition of service and quality that s 80-plus years strong, Wheatland Tube is the only domestic,

More information

Eurocode EN Eurocode 3: 3 Design of steel structures. Part 1-1: General rules and rules for buildings

Eurocode EN Eurocode 3: 3 Design of steel structures. Part 1-1: General rules and rules for buildings Eurocode EN 1993-1-1 Eurocode 3: 3 Design of steel structures Part 1-1: General rules and rules for buildings Eurocode EN 1993-1-1 Eurocode 3 applies to the design of buildings and civil engineering works

More information

ITB TECHNICAL APPROVAL AT /2011

ITB TECHNICAL APPROVAL AT /2011 INSTYTUT TECHNIKI BUDOWLANEJ P L 0 0 6 1 1 W A R S A W, u l. F I L T R O W A 1 Phone: (48 22) 825-04-71; (48 22) 825-76-55; fax (48 22) 825-52-86 M e m b e r o f t h e E u r o p e a n U n i o n o f A g

More information

A Full Line of Pipe Products for Any Application

A Full Line of Pipe Products for Any Application Standard Pipe SureThread and ERW: Setting the standard in the standard pipe industry With a tradition of service and quality that s 80-plus years strong, Wheatland Tube is the only domestic, full-line

More information

TENANT IMPROVEMENT 16 FEBRUARY WEST 27TH STREET, 4TH FLOOR 100% CD OWNER/BID ADD 1-03/08/2018

TENANT IMPROVEMENT 16 FEBRUARY WEST 27TH STREET, 4TH FLOOR 100% CD OWNER/BID ADD 1-03/08/2018 SECTION 055000 - PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply

More information

HK I. Anchor size (carbon steel) HK6 HK6L HK8 Resistance F Rk [kn] 2,0 5,0 5,0

HK I. Anchor size (carbon steel) HK6 HK6L HK8 Resistance F Rk [kn] 2,0 5,0 5,0 HK HK I Anchor version Benefits - well proven - small drill bit diameter - for fixing in cracked concrete, redundant fastening only, e.g. suspended ceilings a ) Redundant fastening only Approvals / certificates

More information

HALFEN Anchor channel HTA / Special screw HS

HALFEN Anchor channel HTA / Special screw HS DECLARATION OF PERFORMANCE HALFEN Anchor channel HTA / Special screw HS CONF-DOP_HTA 02/16-E No. H01-09/0339 1. 2. 3. 4. 5. 6. 7. 8. Unique identification code of the HALFEN Anchor channel HTA / HALFEN

More information

Modeling Multi-Bolted Systems

Modeling Multi-Bolted Systems Modeling Multi-Bolted Systems Jerome Montgomery Siemens Power Generation Abstract Modeling a single bolt in a finite element analysis raises questions of how much complexity to include. But, modeling a

More information

INDEX PAGE RELEASE SECTION NUMBER DATE

INDEX PAGE RELEASE SECTION NUMBER DATE INSTALLATION INSTRUCTIONS For Wind Zone 1 (other Wind Zones available on request) Version 11/20/2002 INDEX PAGE RELEASE SECTION NUMBER DATE Approval INTRODUCTION 2 2/26/2001 GENERAL INSTALLATION 3 2/26/2001

More information

Thank you for purchasing our product! *Please read these instructions and follow them step by step.*

Thank you for purchasing our product! *Please read these instructions and follow them step by step.* 07/07/08.rev1 PAGE 1 OF 11 601AL VERTICAL 60120VL LIFT W/CHAIN DRIVE WINCH Thank you for purchasing our product! *Please read these instructions and follow them step by step.* Step 1. Separate and group

More information

Technical Data Sheet. T E C H N I C A L D A T A S H E E T Superprop. Mass 25 Mass 50 M AT 125 Superprop. MU Bridging

Technical Data Sheet. T E C H N I C A L D A T A S H E E T Superprop. Mass 25 Mass 50 M AT 125 Superprop. MU Bridging Technical Data Sheet Mass 25 Mass 50 M AT 125 Hydraulics Quickbridge MU Falsework MU Bridging Compact Bridging BarrierGuard 800 Instrumentation Mabey Hire Ltd. Structural Support & Bridging Bridge House,

More information

EXPERIMENTAL AND ANALYTICAL STUDIES ON THE STRENGTHENING OF RC FRAMES

EXPERIMENTAL AND ANALYTICAL STUDIES ON THE STRENGTHENING OF RC FRAMES 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 673 EXPERIMENTAL AND ANALYTICAL STUDIES ON THE STRENGTHENING OF RC FRAMES Ibrahim ERDEM 1, Ugurhan AKYUZ

More information

International Version CI/SfB (29) Et6. June Tapered Thread Couplers for the Construction Industry

International Version CI/SfB (29) Et6. June Tapered Thread Couplers for the Construction Industry International Version CI/SfB (29) Et6 June 2015 Tapered Thread Couplers for the Construction Industry Reinforcing Bar Couplers Simplify the design and construction of concrete Lapped joints are not always

More information

Contents. Grade 2, 5, 8 Hex Bolts 4. Heavy Hex Head Structural Bolts 6. A325 and A490 Tension Control Bolts (TC) 13. Nuts 22.

Contents. Grade 2, 5, 8 Hex Bolts 4. Heavy Hex Head Structural Bolts 6. A325 and A490 Tension Control Bolts (TC) 13. Nuts 22. Who we are Amcan Jumax is the result of a merging between Boulons Jumax and Amcan Threaded Products, two successful companies well established, both with excellent reputations. The new entity is a bigger

More information

Bike Locker Model DBL1 & DBL2

Bike Locker Model DBL1 & DBL2 Bike Locker Model DBL1 & DBL2 DBL1 & DBL2 are constructed of 99% recycled steel and is available in 20 standard powder coat colors or a galvanized finish. DBL1 & DBL2 store 1 or 2 bikes effortlessly and

More information

Edgerail Aluminum Bridge Railing System Specification & Installation Instructions

Edgerail Aluminum Bridge Railing System Specification & Installation Instructions Edgerail System Specification & Installation Instructions Hill & Smith, Inc 1000 Buckeye Park Road Columbus, Ohio 43207 Tel: 614-340-6294 Fax: 614-340-6296 www.hillandsmith.com Section A System Specification

More information

VERSA-LAM. An Introduction to VERSA-LAM Products

VERSA-LAM. An Introduction to VERSA-LAM Products 44 VERSA-LAM An Introduction to VERSA-LAM Products VERSA-LAM is one of the strongest and stiffest engineered wood products approved in the UK. 241 302 356 406 VERSA-LAM products are excellent as floor

More information

CLT Cross Laminated Timber

CLT Cross Laminated Timber CLT Cross Laminated Timber Connections Date: 21.08.2014 Disclaimer The below presented structural analysis is an exemplified calculation. This calculation is solely a proposal for a design approach. This

More information

CONSTRUCTION MATERIALS SERVICE CONDITIONS. Alternative alloy materials, like AISI 904L or DUPLEX stainless steel, are available if required.

CONSTRUCTION MATERIALS SERVICE CONDITIONS. Alternative alloy materials, like AISI 904L or DUPLEX stainless steel, are available if required. SLIDE GATE The model is a rectangular penstock suitable for wall and thimble mounting, with a resilient sealing member applied to all 4 sides. There are two different designs, which are size dependent,

More information

IDEA Connection New CBFEM design of steel joints

IDEA Connection New CBFEM design of steel joints IDEA Connection New CBFEM design of steel joints Lubos Sabatka Erlenbach, September 02, 2014 ingware.ch Mit dem Besten rechnen 3 Range of steel joints 4 Range of steel joints 5 TA CR project - preparations

More information

Permanent fasteners: Riveted joints Welded joints Detachable joints: Threaded fasteners screws, bolts and nuts, studs. Cotter joints Knuckle joints

Permanent fasteners: Riveted joints Welded joints Detachable joints: Threaded fasteners screws, bolts and nuts, studs. Cotter joints Knuckle joints Instructional Objectives At the end of this lesson, the students should have the knowledge of Fasteners and their types: permanent and detachable fasteners. Different types of pin joints. Different types

More information

Section Member. H (in.) WT. lb./ft. Pull Out Strength Slip Resistance Torque Size / Thread All Series

Section Member. H (in.) WT. lb./ft. Pull Out Strength Slip Resistance Torque Size / Thread All Series Design Data Channel TABLE 1 Elements of Sections Properties for Design Single Channels Nominal Thickness (inches) ga = 0.105 ga = 0.075 16 ga = 0.060 Double Channels LEGEND I Moment of inertia S Section

More information

DERO BIKE LOCKER 33. Maximum Security

DERO BIKE LOCKER 33. Maximum Security Maximum Security The Dero Bike Locker 33 offers bike parking for a single bicycle per unit, thus providing a narrower footprint when space is limited. This affordable bike locker is a perfect option for

More information

CYCL E STAT IO N. High Capacity

CYCL E STAT IO N. High Capacity CYCL E STAT IO N High Capacity The Dero Cycle Station provides high-capacity, covered bike parking for bicycle commuters. With a high roof and open platform, the Dero Cycle Station allows bike corrals,

More information

Tech Guide. Screw Anchor Performance Why use a screw anchor? Ease in installation

Tech Guide. Screw Anchor Performance Why use a screw anchor? Ease in installation Why use a screw anchor? Screw anchors are used in medium duty applications that normally require faster installation time, close concrete edge distance, close anchor spacing and removability of anchor.

More information

METRIC FASTENERS 1520 METRIC FASTENERS

METRIC FASTENERS 1520 METRIC FASTENERS 1520 METRIC FASTENERS METRIC FASTENERS A number of American National Standards covering metric bolts, screws, nuts, and washers have been established in cooperation with the Department of Defense in such

More information

1 Scope. 2 Normative references. 3 Dimensions. Page 2 DIN :

1 Scope. 2 Normative references. 3 Dimensions. Page 2 DIN : Page 2 1 Scope This standard specifies dimensions and technical delivery conditions for stud bolts with metric thread made of steel, stainless steel or nonferrous metal. 2 Normative references This standard

More information

CI/SfB (29) Et6. March Reinforcing Bar Couplers for the Construction Industry

CI/SfB (29) Et6. March Reinforcing Bar Couplers for the Construction Industry CI/SfB (29) Et6 March 2007 Reinforcing Bar Couplers for the Construction Industry 2 Ancon designs and manufactures high integrity steel products for the construction industry. Through continuous programmes

More information

KEEP YOUR RESOURCE MOVING.

KEEP YOUR RESOURCE MOVING. LINER BOLTS KEEP YOUR RESOURCE MOVING. COLUMBUS McKINNON CORPORATION Leading the Industry Downtime in the grinding mill operation is caused by one of two things: regularly scheduled maintenance or unscheduled

More information

SUBSTATION SECURITY WALL INSTALLATION MANUAL

SUBSTATION SECURITY WALL INSTALLATION MANUAL SUBSTATION SECURITY WALL INSTALLATION MANUAL JULY 26, 2016 OLDCASTLE PRECAST, INC. 3000 New McEver Rd, Acworth, Ga 30101 Substation Security Wall Installation Manual This Installation Manual is intended

More information

Cyclic tests of engineered shear walls with different bottom plate and anchor bolt washer sizes (Phase II)

Cyclic tests of engineered shear walls with different bottom plate and anchor bolt washer sizes (Phase II) Cyclic tests of engineered shear walls with different bottom plate and anchor bolt washer sizes (Phase II) Prepared by Rakesh Gupta, Associate Professor Heather Redler, Graduate Research Assistant Milo

More information