jtl158 record book.pdf

8/11/2019 JTL158 Record Book.pdf

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Test record book

- Topless luffing crane J TL 158.6 -

JOST Cranes GmbH & Co. KG FON +49 89 36109-333

80805 Mnchen FAX +49 89 36109-334

GERMANY MAIL [email protected]

Type JTL 158.6

Serial no. JTL 158.030

Year of manufacture 2008


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CONTENTS

1.1 Preliminary remark 2

1.2 Master sheet 3

1.3

EC - manufacturer's declaration 4

1.4 Technical data Tower TH 15.2 5

1.5 Motors & Gears & Safety devices 6

1.6 Electric control & Brakes & Accessories 7

1.7 Ropes & Hook 8

1.8

Assembly sequence Tower TH 15.2 9

1.9 Foundation Loadings Tower TH 15.2 10

1.9.1 J ib lengths 27,3 m - 40,0 m 10

1.9.1

J ib lengths 45,0 m - 50,0 m 11

1.10 Supplier Certificates 12

1.11 Periodic inspec tions 17

J TL158.6 Record book

01/2008 Page 1


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01/2008 Page 2

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 a ll 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 beforebeing 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 correctassembling, equipment and readiness for commissioning.

3. Testing before initial operation of a new crane as required by paragraph 1 is not necessaryif the crane is delivered ready for commissioning and accompanied by evidence of typetesting (EC type-Examination) or the EC-Dec laration 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 toall necessary inspections by an experienced technician. The user shall further ensure, thattower cranes are inspected by an experienced technician each time they are erected orconverted to a new configuration.

2. The user shall ensure, thata) power driven tower cranesb) power driven mobile c ranes,c) power driven derrick cranes, which change their places of operation andd) 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 the18th 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 bookThe user shall ensure, that the results of the inspections carried out as specified above are

entered into a test record book.

Expert engineersThese can be members of a government run or authorised 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.


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1.2 Master sheet

Manufacturer JOST CRANESGmbH & Co. KGGarchinger Str. 26D-80805 MnchenGermany

Type: JTL 158.6

Serial No.: JTL 158.030

Year of manufacture: 2008

Classification according ISO 4301 (FEM-DIN 15018): A3

Type of crane according DIN 15001, sheet 1: Crane with luffing jib

Application of crane according DIN 15002, sheet 2: Tower crane

Kind of operation: Fixed control station

J anuary 2008

-------------------------------- ---------------------------------------

Munich / Date Manufacturer


01/2008 Page 3


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1.3 EC - manufacturer's declaration

Manufacturer's Dec larationin conformity with the Direc tive for Machines 98/37/ EC Attachment IIB

We, JOST CRANESGmbH & Co. KGGarchinger Str. 26D-80805 MnchenGermany

herewith declare that the design of the below described components, in the execution they

are supplied, are determined for installation in a crane and that it is forbidden to take the

crane into operation until it has been proved that the components which are to be installed

in the crane are in accordance with the determinations comprised in the EC Direc tive for

Machines 98 / 37 / EC.

Designation of machine /

part machine / machine part

Construction crane

with luffing jib

Manufacturer / Type JTL 158.6

Serial No. JTL 158.030

Year of manufacture 2008

Applied harmonized standardsEN 292-1 and EN 292-2

DIN EN 60204-part 32

Applied national standards and

technical specifications

Rules applicable in Germany until date,

according to Machine Directory Oct. 92

to GSG

Standards in particular

ISO 4301

DIN 15018 / DIN 18800

DIN 15020

BGV D 6

Examination of the actual applications of the related harmonized standards (see above)

and confirmation that all documents are in accordance with the regulations as per

Attachment VI.

J anuary 2008

-------------------------------- ---------------------------------------

Munich / Date Manufacturer


01/2008 Page 4


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1.4 Technical data Tower TH 15.2


01/2008 Page 5


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01/2008 Page 6

1.5 Motors & Gears & Safety devices

General data Safety device

Type JTL 158.6 Maximum load limiter existent

Serial No. JTL 158.030 Load moment limiter existent

horizontal existent Horn existent

J ib

luffing existent

Warning device

Light

Radius 50,0 m Hoist emergency limit switch existent

Capacity 2,4 t

Position cabin Turntable

Type of drive El. motor

Power:

Alternative current400 V - 50 Hz

Control voltage 110 V - 50 Hz

Construction weight 20,8 t

Motors

PowerkW

HZDuty cycle

%Type Serial-No.

Degree ofprotection

Positionr.p.m.U/min

Hoist unit 22 50 100DV180L4/BM32

/TF/V/EV1TIP 55 M1A 1465

Slewing

unit3,0 50 40 LS a 112 M IP 23 V1 1300

Hyd.

unit11,0 50 50 160M IP 55 B5 1455

Gears

Type Transmission Serial-No. Remarks

Hoist unit K 97 27,91

Slewing unit OLS 3403 143 M = 10; T = 13


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01/2008 Page 7

1.6 Electric control & Brakes & Accessories

Type JTL 158.6Serial No. JTL 158.030

Control house

Kind Circuit diagram-No. Power Serial-No.

Hoist unit

Luffing unit

Slewing unit

Feeding part

Load

measurement

Contactor contr. 2.00000.53 400 V / 110 V

Brakes

Designation TypeBrake moment

Nm

Hoist unit Disc brake BM 32 300

Slewing unitDisc brake

Eddy current brakeFCO 112 - RO 12 40

Accessories

Designation Type Serial-No.

Slewing ringM = 10Z = 167

34499.30.35.0 - A

Slip ring transmitter SRD 4904 920001

Hoist unit GE 4C 610083

Load limiter SKA 1 610010Limit switches

Angle sensor WG 2 610051


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1.7 Ropes & Hook

Type JTL 158.6Serial No. JTL 158.030

Ropes

Applicationd

mm

Length

m

Making

of ropeManufacturer Remarks

Hoist rope 10 400 STARLIFT CASARmin. breaking load

76,6 kN

Load hook

DIN 15401

Mark of measuring

Application C lassificationY

mm

Capacity

tManufacturer

Hoist unit GSN 2,5 T 2 m 90 6,0Robert Grass

GmbH


01/2008 Page 8


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1.8 Assembly sequence Tower TH 15.2


01/2008 Page 9


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1.9 Foundation Loadings Tower TH 15.2

1.9.1 Jib lengths 27,3 m - 40,0 m

Towerheight NC MC H l h P Gro

m A B kN kNm kN m m kN / m

12,2 2 542,1 1640 16,0 5,4 1,4 116,90

18,2 3 498,8 2310 55,7 6,0 1,4 118,52

24,2 4 523,5 2752 62,6 6,4 1,4 116,05

30,2 5 548,1 3260 69,5 6,7 1,4 119,16

36,2 6 572,8 3844 76,4 7,1 1,4 117,81

42,2 7 597,5 4517 83,3 7,5 1,4 117,16

48,2 6 1 622,2 5293 90,2 7,9 1,4 117,27

Foundation loading Foundation plateTowerno. und

A = Tower sec tion - 6,0 m - weight 2,4 t - Bottom 2 bolts M 48

B = Tower sec tion - 12,0 m - weight 4,8 t - Bottom 4 bolts M 48

Tower height = Fund.Anchor 0,2 + Tower section

These loadings are valid for free slewing crane out of service

Slewing Moment MS= 174 kNm

Calculation of the foundation plate: N T= N C+ N F NF= L * h * 24

MT= MC+ H * h

First condition : Eccentricity e = MT/ 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 fromtower manufacturer.


01/2008 Page 10


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1.9.1 Jib lengths 45,0 m - 50,0 m

Tower

height NC MC H l h P Gro

m A B kN kNm kN m m kN / m

12,2 2 479,1 1831 43,4 5,6 1,4 116,54

18,2 3 503,8 2655 61,5 6,3 1,4 117,27

24,2 4 528,5 3138 68,4 6,7 1,4 115,03

30,2 5 553,2 3692 75,3 7,0 1,4 118,14

36,2 6 577,8 4327 82,1 7,4 1,4 116,94

42,2 5 1 602,5 5055 89,0 7,8 1,4 116,44

Foundation loading Foundation plate

Tower und

A = Tower sec tion - 6,0 m - weight 2,4 t - Bottom 2 bolts M 48

B = Tower sec tion - 12,0 m - weight 4,8 t - Bottom 4 bolts M 48

Tower height = Fund.Anchor 0,2 + Tower section

These loadings are valid for free slewing crane out of service

Slewing Moment MS= 174 kNm

Calculation of the foundation plate: N T= N C+ N F NF= L * h * 24

MT= MC+ H * h

First condition : Eccentricity e = MT/ 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.


01/2008 Page 11


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1.10 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


01/2008 Page 12


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Hoist rope


01/2008 Page 13


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Hook


01/2008 Page 14


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Slewing ring


01/2008 Page 15


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Bolts


01/2008 Page 16


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1.11 Periodic inspections


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