CONSTRUCTION METHOD FOR CCSP AND REVETMENT
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1 CONSTRUCTION METHOD FOR CCSP AND REVETMENT
2 CONSTRUCTION METHOD FOR CCSP Description; - Structure Type Segmental (@ 18m) - Work of CCSP is conecction with Revetment work Finished of CCSP will continue with Revetment Work - Construction; Based of The drawing, Work site divide to 2 side of River. North River (left side) and South River (Right side). For this Construction, Contractor will construction this work by some Group of Works Base of Equipments to Construction this Work and access road; Left side / North Right side / South
3 Stage 1 (2 Group) Group 1 Group 2 Work Direction Notes; Stage 1; - Site Condition Almost there is no Access Road - Almost, Construction will be Constructed Via River (on Pontoon) - on some location, If work site can be reach by access road, Construction will be constructed from Land Work Direction Group 1 Group 2 Stage 2 (2 Group) Notes; Stage 2; - Site Condition Almost there is Access Road - Almost, Construction will be Constructed from Land - on some location, If work site can,t be reach by access road, Construction will be constructed from River (on Pontoon) - Work group from Construction of Stage 1 (Construction had been finished), will be mobilization to construction on Stage 2 location All construction will be constructed From Up stream (Hulu) into Down Stream (Hilir)
4 Construction Method for CCSP (Corrugated Concrete sheet Pile) Refer to Tender Document, Work Stage / Construction Plan will be Constructed as bellowing Drawing Existing Cofferdam Temporary Embankment Excavation for Structure - Excavation For Structure - Temporary Embankment for Construction Yard - Temporary Cofferdam (sand Bag) Driving of CCSP Via River by Pontoon (if construction can t be constructed from Land) - Driving for CCSP
5 Driving of CCSP from land
6 Corrugated Concrete Sheet Pile Excavation of Temporary Embankment for replacing Borrow embankment & Geotextile Placing geotextile and Embankment of Borrow material
7 Cut Top Pile Anchor
8 Reinforcing of Capping Beam and Partition Wall
9 Form work of Capping Beam and Partition Wall Concreting of Capping Beam and Partition Wall
10 FINISH
11 Works on Excavation (there is no Temporary embankment, at Construction period not need Cofferdam and Temporary Embankment) - Finished
12 - Next Back fill with Borrow Material (bottom cyclope) - Lean Concrete - Cyclope Concrete - Back fill and embankment with Borrow Material for Revetment
13 Construction Method for Revetment - Gravel Bending - Base Concrete Top Concrete Frame - Reinforcing - Form work - Concreting
14 Back Fill with Borrow material Placing for Concrete Block 3x30x10 K. 175 and Closing concrete
15 Embankment For Dike
16 Construction of River Revetment is Segmental 18 m Jointing / Construction Joint for one Segmental Revetment with each other by Joint Filler (elastic Material) as according to the Drawing
17 - Construction by Segmental 18 m) - Construction will be Constructed by Continue, Mean that when work CCSP up m, the next construction should be done. - Illustration; Stage 1 - CCSP Work Stage 2 - CCSP Work - Capping Beam and other Work Capping Beam CCSP Stage 3 - CCSP Work - Capping Beam and other Work - Cyclope Cyclope Capping Beam CCSP Stage 4 and soon - CCSP Work - Capping Beam and other Work - Cyclope - Revetment and other work Cyclope Capping Beam Capping Beam CCSP
18 Detail Construction Of CCSP Work Assumption: 1. Work by Heavy Equipment (Machinery) 2. Location : As according to the drawing 3. Material CCSP with Water Jet System and Have no water jet System Description 1. Site Work Preparation - Work site made with good level that a Crane can stand up goodly - Crane stand up above plate of form which in the form of steel plate 1,5 x 6 meter. 2. Stake point of Pilling - Stake point of pilling of Concrete Corrugated Sheet Pile is executed by surveyor which is approved / agreed by Consultant Supervisor 3. Fabrication of Material Steel sheet pile - Fabrication / manufacturing of Concrete sheet pile is formed after the drawing has been approved by Consultant supervisor. - Delivery to work site 4. Pilling - Excavation by labor to get form of pilling - Made of guide beam on pilling position using steel material WF type with elevation distance from sub grade 1 to 2 meter, before pilling is executed - Guide beam is made with strength enough that can supporting of moment when pilling is executed and stabile - Piling founded by vertical and monitored with measuring instrument ( Theodolite) and yarn in 2 direction which each other vertical - Before pilling, pile with Vibro hammer have to in position of sentries - Concrete Sheet pile is vibrated by Vibro hammer is and the Sheet pile will be pilled into ground cause of gravitation moment and weight of Sheet pile it selfand also helped by Water Jet Pump that spraying water, that mean this construction to easyly andalso helped bywaterjetpump thatspraying waterwhichis intendedtosoften of soil easierpilling proccess - Vibratory is executed as sequence. - At pilling time, between one of Steel Sheet pile and each other of side (has been pilled) if there is gap, can be near by trek beam. - Pilling is executed until a Sheet pile reach deepness elevation plan as according to the drawing.
19 Pengadaan dan Transportasi Material Sheet Pile Construction CCSP by Water Jet System - Water Jet Pump that spraying water, that mean this construction to easyly andalso helped bywaterjetpump thatspraying waterwhichis intendedtosoften of soil easierpilling proccess
20
21 At determined location, Sheet pile will be strength with Anchor Description; - Finished Sheet pile, at location where sheet pilet ierod/anchor will be installedin pit / hole sheet pile that has been provided (pit / boring by ConcreteDrill) - Material of TieRod Steel D32 (coating withgrease) insertedinto hole. At the end of threaded TieRod, Bolt was given and CNP (as according to the drawing). Next bolt in will be installed with tied. - Other side of sheet pile, will be installed of Tie rod with as same as squence work. - Next, Both of end tie rod wll be united / connected by "Turnbuckle". Thisturnbucklebeside asconecting, as fasteners to (beside a bolt on sheet pile it self)). After Tie rod installed andtension/tightnessis obtainedby Caping Beam as according to the drawing. - Continue with construction on Tie rod that cross section as according to the Drawing ( Sand embankment, lean concrete and Cyclope concrete) Detail of Caping Beam Caping Beam - Reinforcing Steel - Form Work
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