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Showing posts with label 75kv. Show all posts
Showing posts with label 75kv. 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.




Installation Procedure for Pad & Chimney Foundation Works 500 KV


1       OBJECTIVE
       To define the operations involved during foundation construction and the procedures for each activity to ensure compliance with the technical specification and safety to plant and personnel.

2       ACTIVITIES
The activities comprise:
·         Site preparation (Item 3)
·         Setting out (Item 4)
·         Excavation (Item 5)
·         Blinding Concrete (where necessary) (Item 6)
·         Stub setting (Item 7)
·         Reinforcement work (Item 8)
·         Formwork (Item 9)
·         Mixing, pouring and compaction of concrete (Item 10)
·         Formwork removal (Item 11)
·         Concrete curing (Item 12)
·         Backfilling (Item 13)
·         Site Cleanup and Erosion Control (Item 14)

3       SITE PREPARATION
        Permitted area of working
The permitted area of working  shall be verified.
        Condition of work site
The work site shall be cleared of all materials and obstruction that may impede the site activities.
Leveling
The  works of final Leveling should be getting approval by supervisor
        Center Peg
The center peg shall be checked to ensure it is in place and suitably protected

4       SETTING OUT
        Center Peg
The Center peg together with adjacent line pegs shall be used as the reference for all setting out at site.

5       EXCAVATION

        Depth of excavation
The depths of the pit excavations shall be referred to the center peg and recorded on the Inspection Worksheet. Excavation shall be executed manually or by the use of an excavator.
        Shoring and Shuttering
Shoring and Shuttering shall be used where there is any possibility of collapse of the excavation.
        Pumping
Should water be encountered in the excavation suitable pumps shall be used. Manual de-watering shall only be employed where the quantity of water ingress is minimal.
        Foundation Type Verification
The foundation type identified in the approved foudation class and the approved drawing  shall be the basis of starting the excavation.
        Excavation Check
When excavation is completed, the levels of the excavated pits will be checked and entered in the Inspection Worksheet.

6       BLINDING CONCRETE
Blinding concrete shall be laid ,  necessary to provide a clean and level working surface. The thickness of the blinding layer shall be in accordance with the approved foundation drawings.

7       STUB SETTING
 All setting dimensions (back to back, diagonals and levels) shall be measured using theodolites and calibrated steel measuring tapes. The stubs will be set individually as follows.
        Stub setting dimensions
Identify the required stub setting dimensions for the tower type, body and leg extensions and, where appropriate, chimney extension. The required values shall be entered on the worksheet.
        Precast block
The precast block shall be placed over the working point and the dimension and level at the base confirmed. The block shall be cast with the same approved design mix with a size of 200 x 200 x 100mm.
        Placement of Stub
Placing the first stub within the excavation on the precast block and anchor the top of the stub employing the stub supports. The stub supports are provided with means of fine adjustment (turnbuckle) to facilitate the positioning of the stub to the correct location (levels, rake and horizontal dimensions).

8       REINFORCEMENT  WORK
All reinforcement bars shall be strictly as per the sizes in the approved drawing. All bent reinforcement shall be fabricated in the store yards and transported to site.. During placement the following shall be adhered to :

All reinforcement shall be cleaned of foreign material (mud, etc.) prior to placement.
The spacing between the bars is as per the foundation drawing.
Precast concrete cover blocks are to be utilized at all locations to ensure a minimum concrete cover of 50 mm is obtained.
All reinforcement bars are to be secured employing binding wires. The pad reinforcing shall be provided with adequate supports to prevent sagging.

9       FORMWORK
Wooden formwork will be employed with firm connections at the corners to prevent mortar from flowing out of the base portion. The thickness of form work shall be suitable for the intended purpose and of such a size to prevent any sagging that might result in the specified concrete cover being infringed at any point.


10    MIXING, POURING AND COMPACTION OF CONCRETE
        General
·         All the materials such as fine and coarse aggregates, water, and cement required concrete would be inspected for use prior to commencement.
These checks are to be recorded in the Foundation Inspection Worksheet.
·         Prior to commencement of concreting activities the following shall be available on site:
Mixer in good working order;
Vibrator ;
Water (required quantity);
Fine Aggregate (required quantity);
Coarse Aggregate (required quantity);
Cement (required quantity) and protection for the same;
Aggregate measuring boxes,
Slump cone and accessories;
Required test cube moulds and accessories;
Dewatering pumps (if necessary for the site).
        Storage of materials
All materials employed for the concrete shall be from approved sources only.
·         All bags of cement shall be stored on site in a correct and proper manner; they shall be protected from rain and surface water;
·         Aggregates shall be placed on a waterproof sheet and covered to protect against dust and heating by the sun. The fine and coarse aggregate stacks shall be kept physically separated.
·         If the coarse aggregates contain any foreign material (mud, excess, fines, etc,) they shall be washed prior to use. Fine aggregates found to contain foreign material shall be rejected
        Mixing of concrete
·         The mix quantities shall, at all times, be strictly in accordance with the approved design mix quantities.
·         Volume employing boxes of approved sizes shall measure all aggregates. The boxes shall not be overfilled. After filling the box the contents shall be flush with the top edges of the box sides to ensure the correct quantity in each box.
·         The quantity of water added shall be reduced from the design volume depending on the moisture content of the aggregates.
·         The aggregates together with the cement shall be first added to the mixer without water and mixed for a minimum of one minute or as long as is necessary to ensure a homogeneous mix. When a homogeneous mix has been obtained the water then shall be added after which the mixing shall continue for not less than 1 minute
·         Concrete cubes shall be taken as follows:
All cubes shall be cast in an approved manner. This shall comprise filling the mold in three equal layers each being tamped 25 times with a 25 mm² tamp rod. After casting, the upper (exposed) surface of the cube shall be indented with the cube identification details comprising
Date
Section & Tower Number
Leg
Location (chimney / pad)
·         The cubes shall, at the end of the working day and after setting has taken place, be transported to the designated testing location where they will be stored and cured under controlled conditions.
·         Cubes taken from the chimney and pad / pyramid shall be tested at 28 days. However, at the initial stages of construction extra cubes will be taken and tested at 7 as required to ensure acceptable quality standards are achieved.
        Placement of Concrete
Proper care will be taken to transfer the concrete from the mixer to the pit to avoid segregation of the constituent materials. The following shall be adhered to:
·         The maximum free-fall height shall not be more than 1.5 m. To ensure this chutes shall be employed. Chutes shall be employed for pouring into the chimney formwork.
·         After and during pouring the concrete shall be continuously vibrated to ensure proper compaction. Vibration shall not be used as a means of repositioning the placed concrete.
·         Construction joints shall be avoided as far as possible. Where this is unavoidable adequate bond between the old and new shall be ensured by chipping the old concrete surfaces to a rough surface. Immediately before placing the new concrete the surface shall be cleaned and all loose particles removed. The cleaned surface shall be primed with a layer approximately 15 mm thick of a wet mix comprising cement and fine sand in equal proportions.
·         Immediately after placement of the base and chimney concrete the setting dimensions will be checked and adjusted provided concrete setting has not yet taken place.
·          
11    FORMWORK REMOVAL
·         The formworks will be carefully removed a minimum of 24 hours after casting.
·          
12    CONCRETE CURING
·         Immediately after the removal of the formwork all concrete exposed surfaces shall be protected by the application of jute covers or equivalent which shall be kept moist during the entire curing period.
·         Curing shall be continuous for a minimum of 3 days after removal of the formwork or until back filling commences.

13    BACKFILLING
·         Backfilling shall be performed up to and restore the original contours of the site.
·         Backfilling of the excavation shall not commence until a minimum of 24 hours after formwork removal.
·         Backfilling shall not commence until the concreting works have been inspected and approved by PT. DSSP and his representatives THIS IS AN INSPECTION HOLD POINT and shall be recorded in the Inspection Worksheet.
·         Prior to the commencement of backfilling all temporary timbering, shuttering, etc., and all decomposable or perishable material shall be removed from the excavations.
·         Organic matter, silt and oversize rocks shall not be employed as backfill material.
·         After backfilling for all four legs is completed the stub setting dimensions and levels will be rechecked and the results entered in the Inspection Worksheet.
·         The stub supports will be removed after the foundation works have been finally accepted.


14    SITE CLEANUP AND EROSION CONTROL
·         After completion of all foundation and earthing activities the site shall be cleaned of all surplus excavated material and construction materials.
·         The work site shall be reinstated, wherever possible, to the original ground contours.
·         The site shall be checked to ensure the foundations are not exposed to possible erosion problems from either natural surface water drainage and or that resulting from the construction activities. If erosion is considered to be a possible problem the matter shall be referred to the PT. DSSP supervising engineer who shall determine what remedial measures are necessary. If erosion control measures are deemed necessary a proposal shall be submitted to PT DSSP for approval giving the following information:

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