Transmisi line

Transmisi

Showing posts with label type tower. Show all posts
Showing posts with label type tower. Show all posts

METHOD OF STRINGING CONDUCTORS & OPGW


·           GENERAL PURPOSE
Purpose of this stringing work method is to guide all the crews / workers who will be involved in stringing earth wire, optic cable, conductor and in installation of fittings, so that the works can be done properly with good quality and safely. Therefore before the work start for every sequence, the crews must ensure about their duties agenda, target of work, safety tools and the conditions of equipments and machineries to be used.
·           SCOPE OF WORK
The scope of stringing work generally can be described as follow :
1.       Preparation to works :
·         Supporting documents [ drawings / Earthing measurement / Final Report of Tower Erection / other approval ].
·          Line route [ Bush clearing / Other utilities / determination drum place, winch place / access road etc ].
·         Material to be installed [ OPGW / Conductors / Earth wires / lnsulators /Fittings / Accessories ].
·          Equipments and Tools [ Tensioner / Puller / Counter weight / Crane /Truck / drum stand / theodolite, etc ].
·         Safety Tools [ Equipments and Workers ].

2.       Installation works.
3.       Installation running block.
4.       Anchoring.
5.       Pulling pilot wire.
6.       Pulling earth wire conductor.
7.       Termination pulling.
8.       Sagging.
9.       Fitting & clamping.
10.   Accessories & Damper.
11.   Recording

·           WORKING STAGES

1.       PREPARATION.
·           Supporting Document.
Before starting to determine range of stringing, some major documents should be provided and approved. The relative documents are as follows:
Ø  Final Check of Tower Erection of all towers of the stringing section.
Ø  Earthing Measurement records for the respective towers.
Ø  Bush Clearing in the respective stringing section.
Ø  Approval for carrying out the stringing in respective section.

·           Line Route
Clearing the line route from others utilities, high trees, etc. and preparation area for placing drum and winch / puller. :
Ø  lnstall bamboo scaffolding to cross housing, electrical over head lines, roads and other objects.
Ø  Prepare Drum Place, Winch place and the access roads to transport conductors and equipments.

·           Transport Material
Transport stringing materials including :
Ø  Conductors ACSR to drum place area.
Ø  Earth wire OPGW and GSW wire to drum place.
Ø  Running Out Blocks to each tower location in stringing section.
Ø  lnsulators and fittings to each tower location.

Equipment for transport material :
Ø  Truck Crane.
Ø  Truck 8 tons
Ø  Tools set
Ø  Slings and wires

Numbers of drums of conductors should be according to amount ofthe required lengths

·           Equipment & Tools
Make sure that all equipments and tools have been checked properly and are ready and save to be used. The tools prepared including all tools for safety of the workers and also the materials / equipments needed for the operation.
Note : Numbers of drums of conductors should be according to the required lengths.

·           Safety Meeting
Always before starting to work, the supervisor and his foreman must perform Safety Tool Box Meeting with their own crews. Safety Tools boxmeeting should consists of following tasks :
Ø  The Task and target of the respective date work.
Ø  Checking safety tools for workers and the equipments.
Ø  Checking healthy and conditions of workers and equipments.

List for safety tool
Ø  Safety Belts
Ø  Measurements
Ø  Working schedule
Note : The task of the foreman of each crews to check and direct responsible for safety of the workers and the equipments.
2.       INSTALLATION OF INSULATORS
Insulators, running out blocks and the fittings transported to each towerlocation and lifted carefully by winch and rope. Be sure that the insulators type installed are according to tower schedule for each tower type. Numbers of string of insulators and the plate should be installed accordingto tower schedule and fixed to the cross arm points.

List material :
Ø  Small winch 3 tons
Ø  Rope 150 m
Ø  Tool keys
Ø  Truck

Note : Numbers of drums of conductors should be according to the required lengths.

3.       INSTALLATION OF RUNNING BLOCK
Running block for conductors will be fixed to the yoke plate and lifted together with the insulator strings to the fixing points. Running block forearth wire lifted until EW cross arm.

4.       ANCHORAGE
Towers at temporary termination should be supported with steel wire ropes dia. ± 13 mm as an anchor of the towers - The wires attached at the each cross arm should be anchored to the ground to a concrete block counterweight. Angle of the wires from the ground surface to the fixing point should be maximum 45 degree.

Note : Make sure that the steel wire rope not damage the surface galvanize of the tower steel.

5.       PULLING PILOT WIRE
The first stage string is to pull pilot wire for the earth wires OPGW and GSW wire in a single running out block.
Ø  Pulling the pilot wire starting from drum place (tensioner) to to the winch at the winch place.
Ø  ln every towers, the pilot wire placed in the middle of running block wheel and started from top cross arm conductors.
Ø  Pulling pilot wires, started from diameter min 6 mm [pull manually] by winch pulling with 6mm wire the bigger size [ min 10 mm ], with 10mm pulling 18mm wire and with 18mm pulling conductor twin bundle in one time.

6.       PULLING EARTHWIRE & CONDUCTOR
ln case the pilot wire has been completely pulled and connected to both sides [winch and tensioner], pulling conductors can be carried out with positions asfollows :
Ø  Middle wheel used for pilot wire.
Ø  The other two wheels used for each line conductor.

Foreman must care with running conductors from the each drums. Stop and run must be harmonic with the operation of tensioner machtine. Communication between both sides and also each towers watchman must be really good to secure the line running properly in the machine and running block until the end.

Before start pulling earth wire and twin conductors, ensure that operator of winch and tensioner can communicate each other to start pull or to stop /brake and operator tensioner should always try to keep the line in the allowable clearance during the pulling and or in the brake situation.
Ø  Length of the conductor in drum should have nearly the same length tobe able to place the compression joint at same.
Ø  Pulling conductors must be carried our from the top cross arm then to middle and finally to the bottom cross arm.
Ø  Lines man at tension tower with strong uplift must care with condition of cross arm and position conductor running in the wheels. He should always report to the supervisor / foreman to inform that all running safely.
Foreman must supervise to the worker who making the compression joint and ensure the joint has been made properly.

7.       TERMINATION PULLING
When the earth wire and the conductors reach the winch machine, pulling should be stopped and terminated. Earth wire and the conductors must be clamped and waiting for some ours [usually 24 hours ] before sagging undertaken progressively from one to the other end of the stringingsection.

8.       SAGGING
After pulling is completed , sagging of earth wire and conductors can be carried out according to the sag chart and sagging operation record as attached.
Procedure calculation measurement for sagging can be applied into two method of sagging depending on the line profile of the section.

ln general the method sagging rneasurement are :

Ø  Using sag level [ applied for flat area ].
Ø  Using tangent sag [ applied for terrain area ].

Foreman should ensure that sagging done properly. Only the experience workers allowed to do this sagging.

9.       FITTING & CLAMPING
When the conductors are properly adjusted according to sag chart, conductors should be moved one by one from the running block wheels to the respective clamps of the insulators / earth wire flttings . lnstallation of armour rod in the suspension strings and also cutting conductors in the tension string must be prepared and done properly to avoid damage of conductors and losses in the sag.
10.   INSTALLATION OF ACESSORIES
After step 8 completed, accessories can be installed.
Ø  Vibration dampers for earth wire and conductors.
Ø  Spacer damper for twin conductors. Installation method should follow technical specification.
Ø  Install jumpers and spacer jumpers including counter weight.

11.   RECORDING
Recording is required during the stringing, mainly for the record of :
Ø   lnstalled conductors , record the drum number and length.
Ø  Sagging measurement actual and plan for conductors and earth wires.
Ø  Using compression joint or repair sleeve (if any) and the position in span.
Ø  Numbers and Type of all accessories installed in that line.

List document for recording.
Ø  STRINGING RECORDING.
Ø  SAGGING PROTOCOL.
Ø  OVER CROSSING RECORD.
Ø  JUMPER INSTALLATION PROTOCOL
All of data recordings will be used for Final Check lines.

12.   PULLING OPGW
Method for stringing OPGW nearly similar with pulling earth wire & Conductors. The difference is the joints (joint box) of the OPGW must be placed and the determine tower (suspension or tension type) approximately 5 Meters (or as otherwise agreed by Engineer) above the ground level . Splicing OPGW at Joint Box must be carried out by very experienced persons who well trained in this optical wire and then losses must be measured  in order to check qualityof the joint. During pulling OPGW, special attachments with weight should be used as intermediate between pilot wire and OPGW to avoid twisting effect which can damage the optical wire inside. To be noted to avoid bending < 60 degree which can damage the optic wire during pulling.

The supervisor and foreman should determine where the OPGW will be terminated for joint position before pulling. For joint purpose , additional length required for splicing and will be placed in the joint device. To avoid damage, pulling OPGW must use special tensioner where the wheels (capstan) diameter >800 mm.




METHOD OF TOWER ERECTION





1.             PURPOSE


1.1.        The purpose of this document is to explain the methods used for Tower Erection works.

2.             SCOPE

2.1.        This procedure applies to all personnel who are involved in and are responsible for the execution of Tower Erection works.

3.             DEFINITION

3.1.        Nil.

4.             REFERENCE

4.1.        Technical Specification and Contract Agreement of 500 KV Transmission Line jawa 1 CCP project.

5.             SAFETY

5.1.        All work will be carried out in accordance with the WTE Health, Safety and Environment procedure.

5.2.        The following Personel Protective Equipment (PPE) must be provided :

·     Hard Hat (Safety Helm)
·     Gloves
·     Safety Belts double lanyards type.

5.3.        Climbing

Unattached movement is NOT permissible. Access up and down the climbing leg / stepbolts is carried out using double lanyards or a fall rope and slide chuck mechanism (cobra). When traversing across a tower to a work position, it is an essential requirement that the climbers must be securely attached to a safe anchorage at all times.

5.4.        Working

It is an essential requirement that when at the work point, the person is in a secure position attached to a safe anchorage at alltimes.

5.5.        Climbing Belt and Lanyards

All climbers must use a climbing belt with two lanyards. Belt and lanyards should be checked daily for obvious damage, broken stitches cuts or wear. Checking on safety hooks and buckles should also be carried out daily.

5.6.        All workers have a responsibility to work safety according to the Company Guidelines. lnparticular they must :
Ø   Wear the safety equipment provided.
Ø   Check that the lower earthing is connected.
Ø   Check their equipment daily and request the replacement of faulty items.
Ø   Climb down from the tower during rain.
Ø   Never erect the tower if the foundation is not backfilled.
Ø   Not work at night unless special provisions have been made.
Ø   All Lifting Hooks must have an approved safety catch.
Ø   All type of steel wire rope and nylon rope must be tension tested before use.
Ø   At every 3 towers erection, bamboo derrick must be checked against crack and rope lightening.
Ø   Anchorage must use anchor drill or other strong tools.
Ø   lf you are not sure about the anchor drill (example : rock area), please install the- spare anchor drill (2 pieces) at back.
Ø   lvlaximum lifting capacity for bamboo derrick is 400 Kg.
Ø   Maximum lifting capacity for 70 ft aluminium denick is 1.000 Kg.
Ø   Maximum lifting capacity for modified 25m Tesmec aluminium derrick model number FAL 320 is 1000 Kg.
Ø   Maximum lifting capacity for WTE 21m lattice steel derrick is 1.000 Kg.

5.7.        ln the event that a winch bond becomes snagged on the tower, the lift should be stopped and the tension reduced on the bond before releasing the snagged portion of the bond.

5.8.        The foreman an is responsible for implementing this erection safety procedure. ln addition, a person should be appointed "banksman" to observe and direct the lifting operations involving the winches.

6.             MATERIALS

6.1.        The following materials are required for Tower Erection :

Ø  Angle Steel work.
Ø  Plates.
Ø  Nuts, Bolts and Washers.
Ø  Anti Climbing Devices.

6.2.        All materials are hot dip galvanized and care must be taken to avoid damaging, scratching or marking this protective coating. Any defect in the galvanizing should be reported immediately.
6.3.        All materials are issued to site from the store. The procedure for storage, batching and issue of tower materials to site is described in the Work lnstruction for store.

6.4.        All materials should be checked for compliance with the specification before leaving the store.

6.5.        MATERIAL TRANSPORTATION

6.5..1.     Material is transferred from the site store to the tower location by using truck or any othersuitable means. Smaller truck may be used, for example, where road access is very narrow.
6.5..2.     lf there is no access road access, the steelwork should be carried from the nearest roadside point to tower location by hand carry.

6.5..3.     The materials unloaded at the tower site must be stacked on timber batons, for ease of lifting and to keep the steelwork clean (any dirt must be washed / brushed off).

6.5..4.     The steelwork should be laid out in the sequence it is required for tower erection.

6.5..5.     Special care must be taken to avoid damaging the steelwork in any way. Scratches can berepaired using 'Cold calvanizing Paint' as approved bythe Engineer. Steelwork with major damage must be replaced.

7.             PREPARATION FOR TOWER ERECTION

7.1.        The tower foundation must be back filled before starting any tower erection.

7.2.        The foundation concrete must have reached a strength of specification.

7.3.        The surveyor must check the following stub dimensions :
Ø  Back to back (face and diagonal).
Ø  Relative levels of top of stubs.
Ø  Slope of stubs.
As shown in work sheet for foundation work.

7.4.        The tower earthing must be installed according the drawings. Make sure that tower earthing has been installed before erection and has to be measured after erection finished.

7.5.        Assembly of steelwork on the ground should be carried out in dedicated areas to avoid people working overhead.

7.6.        Good housekeeping (i.e. keeping the site tidy) should be maintained during the tower erection operation.



8.             PROCEDURE FOR ERECTION OF AA TOWER

8.1.        The main equipment and plant required are :
Ø  Winch and Bond.
Ø  Derrick
Ø  Spanners.
Ø  Derrick guys.
Ø  Stakes.
Ø  Snatch blocks.
Ø  Nylon rope.
Ø  Pullifts.
Ø  Lifting hooks complete with safety catch.





8.2.        The derrick is manually handled into resting position on the chimney of one leg. Head guys and winch bonds are fitted as shown on the sketch below :
8.3.        The head guys must be secured to a ground anchor such as Molex Anchors or concrete blocks at a safe distance from the derrick. The foreman must select appropriate locationsand check they are correctly installed. lt is not acceptable to use trees of any type for ground anchors.

8.4.        The winch must be anchored to the ground using either stakes, molex anchors.

8.5.        LEG EXTENSIONS

8.5..1.     The first lift is the main leg which fits immediately above the stub. After lifting into position and bolting up the splice plates and bosom angles, a holding out rope is fixed to the top of the main leg to maintain the correct slope.

8.5..2.     The derrick is then moved to the next leg and the operation described in 8.5.1 is repeated.

8.5..3.     The horizontal and bracing bars, that fit between these legs are then lifted into position.

8.5..4.     The derrick is moved on to the remaining legs, in turn and operations 8.5.1 & 8.5.3 are repeated until all 4 leg extensions are in place with all the horizontal and bracing members.

8.6.        BODY EXTENSIONS

8.6..1.     The bamboo derrick is then lifted to the first horizontal at one of the main legs. The winch bond passes through a snatch block at the bottom of the main leg used by the derrick and through a second snatch block at the top of the derrick.

8.6..2.     The same procedure as described in 8.5.1 to 8.5.4 is followed to compiete the bodyextension.

8.6..3.     Providing the derrick is 14m long it may be possible to lift the two adjacent main legs into position by leaning the derrick towards each leg by adjusting the derrick head guys. Head and foot holding out ropes are attached to each main leg to manuver them into position. ln this way the derrick will only be moved to one other leg. However, the derrick must not normally lean more than 15" to the vertical.

8.7.        COMMON PORTION

8.7..1.     The derrick is lifted, as required, to each new level of the tower.

8.7..2.     All material can be lifted into position by the derrick fixed at one leg. The derrick is leaned over, as required, by adjusting the derrick head guys.

8.8.        CROSSARMS

8.8..1.     The cross arms are lifted into place when the common portion body is complete.

8.8..2.     The earth wire cross arms are lifted first.

8.8..3.     The top, middle and bottom cross arms are lifted in two sections (an outer and an inner section). The outer section is lifted into position with the winch bond passing through a snatch block on the earth wire cross arms take off plate.

9.             PROCEDURE FOR ERECTION OF ANGLE (DD / DDR / EE} TOWERS

9.1.        The main equipment and plant required are :
·           2.5T winch (Capstan Winch) and bond.
·           Type of derrick : 70'Aluminium derrick or Modified 25m, Tesmec Aluminium derrick model number FAL 320 or WTE 21m lattice Steel derrick.
·           1.5T Tirfors.
·           1.5T Pull Lifts.
·           Head guys.
·           Wallace toggles.
·           3m and 4m . 12mm Wire rope slings.
·           1.5m x 16mm Wire rope slings.
·           1T & 1.5T SWL D Shackles.
·           Anchor drill.
·           Snatch blocks.
·           Nylon rope

9.2.        The procedure for lifting the steel work into position is the same as for described in section 8. however, since the tower material is heavier and the base size of angle towers is wider, a larger aluminium derrick is used. The 'floating derrick' methods is used with guys connected to the main legs of the towers.

9.3.        The following safety considerations should be considered at all times.
·           The derrick should be lifted into the wind.
·           The derrick should not be used at an angle > 30˚ to the vertical.
·           Lifting hooks shall be completed with safety catch.

9.4.        The following operations 9.5 and 9.6 describe the additional information required ti lift lhe derrick into position and subsequently raise the derrick to new levels of the tower.

9.5.        RAISING DERRICK TO THE VERTICAL POSITION

9.5..1.     This is a straight forward operation, which requires good co-ordination to avoid accidents. Lt is important that the Senior Erection Supervisor attends every lifting operation.

9.5..2.     The derrick is laid out and assembled with its foot on a base plate at the centre of the tower. Slings are used to anchor lhe base plate to the existing stubs.

9.5..3.     The winch is positioned by the supervisor to suite the site conditions. lt is important that the winch operator has good visibility to all lifting operations.

9.5..4.     While the derrick is lying on the ground, four guys are pulled out from the head of the derrick. They are positioned at 90˚ to each other and anchored at a distance equal to the height of the derrick.





Item
Description
Qty
Item
Description

Qty
1
Aluminium derrick 70 Feet or WTE 21m lattice steel derrick
1
7
Erectionn Winch bond dia. 12mm with length 250m

1
2
77m , 8 ,12mm wire rope guys
4
8
4m * 12mm wire rope sling

2
3
3m * 12mm wire rope sling
4
9
1T SWL "D' Shackles

4
4
2.5T SWL Erection Winch
1
10
Tirfor 1.5T

4
5
A-Frame for erection bond
1
11
1.5m * 16mm wire rope slings

4
6
Anchor drill
15
12
1.5T SWL "D' Shackles

18

9.5..5.     A falling derrick is then positioned over the base plate. This is typically an a frame made up from two main legs. lt is common practice to connect a sling from the a frame to the derrick to control its fall once the derrick rises above the top of a frame.

9.5..6.     The winch bond is passed through the head of the a frame and head to the derrick and caught off at the base plate.

9.5..7.     The derrick is now ready for lifting. Before this operation begins the senior supervisor will check :

·      All the guys are correctly positioned with men at each anchor position.
·      The bonds and guys are not obstructed.

9.5..8.     The derrick is slowly raised by the winch. The side guys should be monitored to ensure that the derrick rises in line with the winch.

9.5..9.     When the derdck is above 45˚ the rear guy should be very closely monitored. lt need to be applied quickly if there is a danger of the derrick falling over towards the winch but otherwise should have some slack to that it does not work against the winch.

9.5..10. After the derrick has reached the vertical position all four guys are caught off and the derrick is ready to begin lifting operation.





Item
Description
Qty
Item
Description
Qty
1
Aluminium derrick 70 Feet or WTE 21m lattice steel derrick
1
7
Erectionn Winch bond dia. 12mm with length 250m
1
2
77m , 8 ,12mm wire rope guys
4
8
4m * 12mm wire rope sling
2
3
3m * 12mm wire rope sling
4
9
1T SWL "D' Shackles
4
4
2.5T SWL Erection Winch
1
10
Tirfor 3.5T
4
5
A-Frame for erection bond
1
11
1.5m * 16mm wire rope slings
4
6
Anchor drill
15
12
2.5T SWL "D' Shackles
18

9.6.        RISING DERRICK TO HIGHER LEVEL

9.6..1.     When the derrick is lifted off the base plate it becomes a “floating” derricks. It is supported from pennants connected to all four tower legs. The head guys pass through the blocks at the top of the main legs and continue to the stubs where they can be adjusted by tirfors.

9.6..2.     Position on the main legs is chosen to fix the pennants. This is chosen to ensure :

·      One - third of the derrick remains inside the erected tower.
·      The pennants hang at an angle of < 30˚ to the derrick.

9.6..3.     The derrick is lifted using a "Lazy" bond connected from the winch through a block at the top of one main leg and on to the bottom of the derrick.

9.6..4.     The head guys are released as the derrick is lifted. When the derrick has been raised to the correct height the pennants are connected and the head guys caught off.

9.6..5.     The derrick is then ready to re-start lifting operation.








10.         TOWER CHECKING

10.1.    After completion of the tower erection all bolts must be checked tightness, This operation should follow a logical sequence from bottom to top of the tower to ensure all bolts are checked.

10.2.    The supervisor should complete and sign the Post Erection Inspection Form.

11.         EXCEPTION

11.1.    ln the steep area or narrow area, to pull the derrick can use the kick back system (Different with the normal procedure on Point 9.5)

12.         RECORD

12.1.    Post Erection lnspection.

12.2.    Certificate of Tower Earlhing

13.         APPENDIX

13.1.    Work Flow for Tower Erection.

13.2.    Post Erection Inspection Form.




TOWER ERECTION WORK FLOW
 






Pacar 7 Jam

"Aku akan menjaga cinta dari tempat yang berbeda," ucap Ferdi dengan serius. "Menjaga cinta dari tempat yang berbeda? kau...