test record book - tower cranes uk€¦ · the crane test record book shall be completed...

Test record book - Topless luffing crane JTL 158.6 -

JOST Cranes GmbH & Co. KG85630 GrasbrunnGERMANY

FON +49 89 43571322 MAIL [email protected] WEB www.jostcranes.de

Type of craneSerial no.

JTL 158.6 JTL 158.055

Year of manufacture 2013

JTL 158.055 - Record book

August 2013 © Copyright 2013 Jost Cranes JTL158.6 - Record Book JTL158.6EN Any reproduction for commercial purposes is forbidden Page 1

CONTENTS

1.1 Preliminary remark 2

1.2 Declaration of EC conformity 3

1.3 Specification sheet 4

1.4 Motors, Gears & Safety devices 5

1.5 Electric control & Accessories 6

1.6 Ropes & Hook 7

1.7 Assembly sequence 8

1.8 Crane on foundation - Tower TH15.3 9

1.8.1 Foundation Loadings 27,3 m - 40,0 m 9

1.8.2 Foundation Loadings 45,0 m - 50,0 m 10

1.8.3 Fixing anchors FH3.2 11

1.9 Supplier Certificates 12

1.10 Periodic inspections 18



1.1 Preliminary remark When carrying out inspections on tower cranes the following shall be observed:

The national accident prevention rules. Standards and directives. The completeness of the crane Test record book (the existence of all sheets indicated)

shall be checked by the experienced technicians or expert engineers (see ISO 9927-1). The crane test record book shall be completed accordingly.

Repeat order of blank sheets for the periodical inspection is possible. Inspections Inspections prior to first use and after major modifications:

1. The user shall ensure, that power driven cranes are tested by an expert engineer before being operated for the first time or before return to service following major modifications. Sentence 1 applies also to other cranes with a load capacity exceeding 1000 kg.

2. Testing prior to first use of a new crane as required by paragraph 1 include correct

assembling, equipment and readiness for commissioning. 3. Testing before initial operation of a new crane as required by paragraph 1 is not necessary

if the crane is delivered ready for commissioning and accompanied by evidence of type testing (EC type-Examination) or the EC-Declaration of conformity.

Periodic inspections

1. The user shall ensure that in accordance with their operating conditions and local circumstances at appropriate intervals, but at least once a year, cranes are subjected to all necessary inspections by an experienced technician. The user shall further ensure, that tower cranes are inspected by an experienced technician each time they are erected or converted to a new configuration.

2. The user shall ensure, that

a) power driven tower cranes b) power driven mobile cranes, c) power driven derrick cranes, which change their places of operation and d) truck-mounted loading cranes are inspected by an expert engineer at least every 4 years.

3. The user shall ensure, that power driven cranes beyond paragraph 2 are inspected in the

18th year and then each year by an expert engineer. 4. Paragraph 2 does not apply for permanent erected truck-mounted loading cranes.

Crane test record book The user shall ensure, that the results of the inspections carried out as specified above are entered into a test record book. Expert engineers These can be members of a government run or authorized technical inspecting office or persons nominated by the industrial insurance authorities. These inspections do not cover other regulations required by authorities, e. g. the Highway Code.



1.2 Declaration of EC conformity Manufacturer JOST CRANES GmbH & Co. KG Bretonischer Ring 18 D-85630 Grasbrunn Germany

declares that the tower crane with luffing jib

Model: JTL 158.6 Serial No.: JTL 158.055 Year of manufacture: 2013

is in accordance with following requirements

Machinery Directive 2006 / 42 EC Sound level 2000 / 14 EC Electromagnetic compatibility 2004 / 108 EC Electrical equipment - voltage limit 2006 / 95 EC Technical documentation according 2000 / 14 EC Guaranteed sound level 97 dBA Measured sound level 93 dBA

August 2013 -------------------------------- --------------------------------------- Munich / Date Authorized expert Franc Jost, Technical director



1.3 Specification sheet



1.4 Motors, Gears & Safety devices

General data Safety devices

Type JTL 158.6 Maximum load limiter

Serial No. JTL 158.055 Load moment limiter

Jib luffing Hoist emergency limit switch

Radius 50,0 m Warning devices

Horn

Capacity 2,4 t

Position cabin Turntable

Top crane weight 20,8 t Counter ballast

Tower TH 15.3 Concrete blocks 1x 7,2t - 2x 5,5t - 2x 1,7t

Base FH 3.2 - FH 3.4 Steel plates ---

Motors

Power

kW HZ Duty cycle Type Serial-No. Degree of

protection Position r.p.m.

Hoist unit 30 50 100 % DV 200L4/BM62 /TF/V/EV 1T 01.125286501.0003.08 IP 55 M1B 1470

Slewing unit 4,4 50 40 % LSA 132 MCST 899679404/011 08 IP 23 V1 1300

Hydraulic cylinder --- --- --- SNH 75-VD-

230/140x2600 --- --- --- ---

Hydraulic pump 15 50 50 % S15380 S15380/19 --- --- ---

Gears

Type Transmission Serial-No. Remarks

Hoist unit K 107 37,00 01.125286501.0003.08

Slewing unit OLS 3403 143 899679404/011 1x 70Nm

Brakes

Designation Type Brake moment Nm

Hoist unit Disc brake BM 62 400

Slewing unit Disc brake Eddy current brake FCM 132 - RO 3 51



1.5 Electric control & Accessories

Type JTL 158.6 Serial No. JTL 158.055

Operator Cabin and Control system CaCon

Wiring diagram 20000174 Motor voltage 400V 50Hz

Part List electrical components S.JTL158.6 – 002 Brake voltage 400V

Manual controller atl-001_en_03 Emergency brake voltage Luffing unit ---

Type Cabin Cacon 35-4 NTK Brake voltage Slewing unit 24V

Serial number cabin 153 Control voltage 110V 50Hz

Accessories

JOST ID Designation Type Serial-No.

Slewing ring 180/1520 M = 10 Z = 167 Rotis 34499.30.35.0-A 34499 -A 2876.09.07

Slip ring transmitter SRD 4904 08-05-19-013

Limit switches

Hoist unit GE 4C 1308151357

Load limiter SKA 2 V29W-0011

Angle sensor WG 2 10882

15 kW 22 kW 22 kW 30 kW 30 kW 37 kW 22 kW 30 kW 37 kW 45 kW 37 kW 45 kW

29A 40A 40A 57A 57A 72A 40A 57A 72A 85A 72A 85A

32A 44A 44A 60A 60A 80A 44A 60A 80A 90A 80A 90A

9,5 kW 9,5 kW 11 kW 11 kW 15 kW 15 kW 15 kW 15 kW 18 kW 18 kW 18 kW 18 kW

19A 19A 21A 21A 29A 29A 29A 29A 30A 30A 30A 30A

21A 21A 23A 23A 32A 32A 32A 32A 30A 30A 30A 30A

3 kW 3 kW 3 kW 3 kW 4,4 kW 4,4 kW 4,4 kW 4,4 kW 8,8 kW 8,8 kW 8,8 kW 8,8 kW

5,5A 5,5A 5,5A 5,5A 7,5A 7,5A 7,5A 7,5A 15A 15A 15A 15A

12A 12A 12A 12A 15A 15A 15A 15A 27A 27A 27A 27A

400 V 400 V 400 V

100 A

50,0m x 2,4t 50,0m x 2,4t 50,0m x 2,4t

JTL 118.6 JT L 168.8

50,0m x 2,4t

JT L 208.12

400 V

Description JTL 68.4 JTL 108.6

MAIN power supply 400 V 400 V

40,0m x 1,5t 45,0m x 1,6t

run Amps. max. Load

400 V400 V

run Amps. max. Load

start Amps.max. Load

GENERATOR supply 400 V 400 V 400 V 400 V

HOIST winch Fr.C.

100 A

Crane Voltage 400 V 400 V 400 V

F requency Invert er F requency Invert er

80 A


DRIVES (Amps) Frequency Invert er F req uency Invert er F req uency Invert er

LUFFING winch Fr.C

run Amps. max. Load


SLEW ING winch

100 A

Frequency Invert er

Startup currentsJT L 158.6

400 V

400 V

400 V

100 AISOLATOR supply 60 A



DIN 15401

Mark of measuring

1.6 Ropes & Hook Type JTL 158.6 Serial No. JTL 158.055

Load hook

Application Classification SWL Y mm

Capacity t Serial no. Manufacturer

Hoisting GSN 2,5 T 2 m 6,3 90 6,0 083827 Robert Grass GmbH

Ropes

Application d mm

Length m

Drum capacity

Fixed “dead” rope

Making of rope Manufacturer Remarks

Hoist rope 10 540m 600m 60m STARLIFT CASAR min. breaking load 76,6 kN



1.7 Assembly sequence



1.8 Crane on foundation - Tower TH15.3

1.8.1 Foundation Loadings 27,3 m - 40,0 m EN 14439 - C25 A = Tower section 6,0 m - weight 3,2 t - Bottom 2 bolts M 60 B = Tower section 12,0 m - weight 6,5 t - Bottom 4 bolts M 60 Tower height = Found. anchor 0,3 + Tower section These loadings are valid for free slewing crane out of service Slewing Moment M S = 174 kNm

Calculation of the foundation plate: N T = N C + N F N F = L² * h * 24 M T = M C + H * h First condition: Eccentricity e = M T / N T < L / 3 c = L / 2 - e Second condition: Ground-pressure p = 2 * N T / 3 * L * c The admitted ground pressure must be checked by the customer.

Further information for tower erection see original operating manual from tower manufacturer.

Towerheight NC MC H NC MC H

m A B kN kNm kN kN kNm kN12,3 2 568,1 1962 27,4 487,0 2125 83,918,3 3 610,1 2176 29,7 519,0 2608 93,524,3 4 642,1 2419 31,9 551,0 3156 103,130,3 5 674,1 2690 34,2 583,0 3859 112,736,3 6 663,6 2961 36,5 615,0 4744 127,242,3 7 695,6 3232 39,7 647,0 5966 150,2

In Service Out of ServiceTowerno.



1.8.2 Foundation Loadings 45,0 m - 50,0 m EN 14439 - C25 A = Tower section 6,0 m - weight 3,2 t - Bottom 2 bolts M 60 B = Tower section 12,0 m - weight 6,5 t - Bottom 4 bolts M 60 Tower height = Found. anchor 0,3 + Tower section Slewing Moment M S = 174 kNm

Calculation of the foundation plate: N T = N C + N F N F = L² * h * 24 M T = M C + H * h First condition: Eccentricity e = M T / N T < L / 3 c = L / 2 - e Second condition: Ground-pressure p = 2 * N T / 3 * L * c The admitted ground pressure must be checked by the customer.

Further information for tower erection see original operating manual from tower manufacturer.

Towerheight NC MC H NC MC H

m A B kN kNm kN kN kNm kN12,3 2 583,0 2030 30,0 492,0 2464 90,518,3 3 615,0 2260 32,3 524,0 2986 100,124,3 4 647,0 2522 34,5 556,0 3575 109,730,3 5 679,0 2784 36,7 588,0 4248 121,636,3 6 711,0 3046 38,9 620,0 5118 138,442,3 7 743,0 3344 41,1 652,0 6228 180,0

In Service Out of ServiceTowerno.



1.8.3 Fixing anchors FH3.2 for TH15.3 tower



1.9 Supplier Certificates

Hoist rope CASAR Drahtseilwerk Saar GmbH 13 Hook Robert Grass GmbH & Co KG 14 Slewing ring ROTIS GmbH 15

Bolts M24 Schrauben und Drahtunion 16 Pulleys Gosan 17



Hoist rope



Hook



Slewing ring



Bolts



Pulleys



1.10 Periodic inspections

test record book - tower cranes uk€¦ · the crane test record book shall be completed...

Documents