Hilti HAP 1.15 Submission Folder

Transcription

1 Hilti HAP 1.15 Submission Folder Sample Submission and Approval Form 2-3 Product Information 4 Technical Data 5-9 Method Statement 10 Country of Origin 11 Job Reference 12 Make your submission simple! To download the most updated submission folders and technical manuals, visit Recycling one ton of paper saves 17 trees and 7000 gallons of water. Please consider your environmental responsibility before using the hard copy version! Customer Hotline Hong Kong Macau (Toll free) May 2016

2 SAMPLE SUBMISSION AND APPROVAL FORM Contract Title: Ref. No.: Date: Ref. No. of Previous Submission: Contract No: (1) File Reference: (2) DETAILS OF SUBMISSION To: Contract Manager s Representative Attention: From: The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval. 1. General Information a. Material Description b. Location: c. Specification Ref. Page: Item: d. Drawing Ref. No. e. B.Q. Ref.No.: f. Anticipated date of approval: 2. Technical Information The submitted sample has been checked against the specification and drawings as listed below:- Specification Requirements a. Brand b. Country of Origin c. Manufacturer s Name & Address d. Factory s Name & Address(es) e. Supplier (with Applicator, if any) Hilti Liechtenstein Submitted Sample (State details against each item) Hilti Corporation, FL-9494 Principality of Liechtenstein Hilti Aktiengesellschaft, Hilti AG, Feldkircherstrasse, FL-9494 Schaan, Liechtenstein Hilti (Hong Kong) Ltd 2 May 2016

3 f. Appearance g. Color + h. Specification i. Manufacturer s Catalogue j. Test Report (Original/Certificated True Copy) k. Previous Job Reference l. Supplementary Information According to the sample submitted NIL Attached Attached Attached Attached NIL For and on behalf of the Contractor (Quality Control Manager) CONTRACT MANAGER S COMMENTS To: From: Contract Manager s Representative: On the basis of the sample and information given, the above sample submitted is: (1) * Approved. (2) * Not approved because Remarks: Approval does not alter the requirements of the Contract Contract Manager s Representative: Date: cc. (* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark) 3 May 2016

4 Elevator hoist anchor point HAP 1.15 Applications Designed for load lifting or man-riding applications using manual or motor hoists during the installation or maintenance of elevators in elevator shafts Technical data Dispenser, setting tool, accessory, tester type Hoist anchor points Advantages No limitations in load directions, also for use on the wall Compact design and low profile Two or more HAP 1.15 can be combined to increase the total WLL Design meets application requirements for dynamic loads in any direction (dynamic safety factor = 1.8) HAP 1.15 is designed for use with standard HST M12 or KB-TZ ½ anchors Supplied pre-assembled (one piece), no need to assemble individual components Info Shop Ordering designation Sales pack quantity HAP pc 4 Item number May 2016

5 HAP 1.15 HAP 1.15 Hoist Anchor Plate Benefits Applicati ons No limitation in load direction, hook (shackle) can rotate and swivel, symmetric design of base plate with 4 anchors Design fits application requirements of vibratory dynamic loads from motorized hoisting with dynamic safety factor of 1.8 Anchorage of hoist point can be designed with PROFIS Anchor software, cracked and uncracked concrete, C20/25 Recommended anchors: HST M12 (hef=70mm) or KB-TZ ½ (hef=3 ¼ ) Two or more HAP can be combined to increase total WLL Delivered pre-assembled (one piece), no need for assembly Compact design, only 155 x 155 x 52 mm (when shackle is foldedd to plate) Global safety factor of 4 for all steel connections The HAP 1.15 is designed for temporary and permanent application under dry indoor conditions, to be used as post installed master hoist point for installation and/or maintenance in elevator shafts. It can be used with manual or motor hoists and bears a working load up to 1.15 metric tons in variable directions. Basic loading data Data for WLL to otal applies to - Correct design of anchorage (see design of anchorage ) - Correct setting of anchors - No edge distance influence - Cracked concrete, C20/ /25, f ck,cube = 25 N/mm² - Cracked concrete, ACI design (cylindrical test method): f c = psi - No shock loading; vibratory dynamic safety factor dyn up to 1.8 HAP 1.15 Hoist Anchor Plate, single and multipoint loads Single Point Single Pulle ey a) Fixed motor hoist Anchor system Working Load Limitation (WLL) α < < α < < α < < α < 90 WL WL WL WL 90 < α < 120 WL LL total LL total LL total LL total LL total [metric ton] 1,15 [metric ton] 1,15 [metric ton] 1,15 [metric ton] 1,15 [metric ton] Not applicable 2,25 2,1 2,0 1,6 1,15 0,55 0,5 0,45 0,4 Not applicable a) Keep distance of min. 4 x h ef between anchors of the two HAPs V May 2016

6 HAP 1.15 Design of anchorage HAP 1.15 is designed to be used installation or maintenance. as hoist point for lifting loads under variable directions in elevator The design of an anchorage for the HAP 1.15 must account for varying load conditions (varying directions, dynamic effects, etc.) For this the anchorage for HAP 1.15 has to be designed according to extreme load cases: A concrete anchor can only be considered as suitable for use with the HAP 1.15 hoist point if the approved anchor satisfies ALL of the following load scenarios (e.g. by PROFIS calculation 1 ) with ETAG or ICCC calculation method: ETAG design Conditions: Base material: acc. to onsite conditions Cracked or uncracked concrete Slab thickness: onsite slab thickness 2 Dimensions of baseplate see picture Partial safety factor for load L= 1.8 z Load scenario 1 (pure tension): 20.7 kn F z Load scenario 2 (diagonal 45 ): F_z 14.6 kn F_x 10.4 kn F_y 10.4 kn M_x 0.38 knm M_y 0.38 knm Load scenario 3 (diagonal shear): F_x 14.6 kn F_y 14.6 kn M_x 0.54 knm M_y 0.54 knm Load scenario 2 For use of HAP 1.15 as ETAG approved anchorage, Hilti recommends use of HST M12. 1 free downloadd of PROFIS Anchor design software from Service & Support 2 M Minimum slab thickness according to tech. data of applied anchors V May 2016

7 HAP 1.15 ICC Design (ACI , Appendix D) Conditions: Base material: acc. to onsite conditions Cracked or uncracked concrete Slab thickness: onsite slab thickness 3 Dimensions of baseplate see picture Partial safety factor for load L= 1.8 z Load scenario 1 (pure tension): F_z 4654 lbf Load scenario 2 (diagonal 45 ): F_z 3291 lbf F_x 2327 lbf F_y 2327 lbf M_x 3389 in-lbf M_y 3389 in-lbf Load scenario 3 (diagonal shear): F_x 3291 lbf F_y 3291 lbf M_x M_y 4793 in-lbf 4793 in-lbf Load scenario 2 For use of HAP 1.15 as ICC approved anchorage (WLL = 2585 lbf), Hilti recommends KB-TZ ½ x 3 1/4. 3 M Minimum slab thickness according to tech. data of applied anchors V May 2016

8 HAP 1.15 Onsite Qualification Hilti recommends to proof load the installed HAP 1.15 each time after the hoist equipment is installed, adjusted, or changed. Test procedure (shown with Hilti Anchor Tester HAT 28-E) This procedure will verify the fastening capacity of the anchorage and the base material for HAP 1.15 use. 1. Make sure anchors for the HAP 1.15 are correctly installed. Make sure shackle is not attached (de-install shackle if necessary). Connect ring bolt adapter of HAT 28 to center bolt. 2. Connect HAT 28 with ring bolt adapter and position the tester with edges of tester baseplate parallel to edges of HAP plate. Turn crank in clockwise direction until legs are in contact with the base material. Check that pullout force acts parallel to the axis of the anchors and parallel to the legs of the HAT 28 and HAP 1.15 is centered with HAT Set the red hand of the gauge to zero. 4. Hold the HAT 28 by the grip while increasing the load on the HAP 1.15 by turning the crank in a clockwise direction. Increase the load until proof load of 26.5 kn is attained. 5. Keep the proof load on HAP 1.15 for at least 5 minutes kn 6. Check the load on the HAT 28 after 5 minutes (black hand) and note down the difference to the initially applied proof load (red hand). Release the load by turning the crank counterclockwise. 7. Remove HAT 28 and ring bolt adapter. Perform visual check on HAP 1.15 and base material (damages, deformations, cracks, ). The Hoist Anchor Kit has passed the test and can be loaded with a maximal working load of 1.15 metric tons if the following requirements are met: - the applied proof load of 26.5 kn decreased less than 10% during the 5 minutes test duration - no damage or deformation of the HAP no damage (e.g. cracks) in the base material 8. Install the shackle and plug in the safety pin, optional is to mark or label the HAP 1.15 with date of proof loading, name of testing person, V May 2016

9 HAP 1.15 Materials Part Material / Mechancial properties or standard Shackle axis Galvanized steel R m > 550N/mm 2 Shackle (U-bolt) Material, functional dimensions and mech. properties acc. to EN 13889, coated with 100my powder laque Eye Bolt Galvanized steel R m > 550N/mm 2 Base plate Galvanized steel R m > 355N/mm 2 Base material thickness and anchor spacing HAP 1.15 Minimum base material thickness h min [mm] according to technical data of applied anchors Spacing (Hoist Anchor Plate) s [mm] 110 Edge distance c [mm] according to technical data of applied anchors a) a) For smaller edge distances the design loads have to be reduced (see ETAG 001, Annex C) V May 2016

10 HAP 1.15 Setting instructions 3 ¼ EMBED V May 2016

11 11 May 2016

12 Date Project Name Main Contractor Product Name Application Project Type:Macau - Casino & Hotel 2015 Macao Studio City 星麗門 Paul Y & Yau Lee JV HAP 1.15 Machine/Equipment fixng 2015 One Oasis 金豐南岸 Omas HAP 1.15 Temporary fixing 2015 Wynn Palace 永利皇宮 Leighton HAP 1.15 Fire services fixing Project Type:Railway 2014 MTR - Express Rail Link 港深廣高速鐵路 LEIGHTON-GAMMON JOINT VENTURE HAP 1.15 Safety system fixing 2014 MTR - Express Rail Link 港深廣高速鐵路 MTRC HAP 1.15 Electrical services fixing 2014 MTR - Express Rail Link 港深廣高速鐵路 MTRC HAP 1.15 Temporary fixing 2014 MTR - Express Rail Link 港深廣高速鐵路 MTRCL HAP 1.15 Safety system fixing 2014 MTR - South Island Line 地鐵南港島線 MTRC HAP 1.15 Temporary fixing 2015 MTR - Express Rail Link 港深廣高速鐵路 Gammon HAP 1.15 Safety system fixing 2015 MTR - Express Rail Link 港深廣高速鐵路 LEIGHTON-GAMMON JOINT VENTURE HAP 1.15 Safety system fixing 2015 MTR - Express Rail Link 港深廣高速鐵路 MTRC HAP 1.15 Temporary fixing 2015 MTR - South Island Line 地鐵南港島線 MTRC HAP 1.15 Catchfence fixing 2015 MTR - South Island Line 地鐵南港島線 MTRC HAP 1.15 Temporary fixing Job / Application Reference Product Name: Elevator hoist anchor point HAP May Tower A, Manulife Fiancial Centre, 223 Wai Yip Street, Kwun Tong, Kwoloon, Hong Kong Hotline: