Friday, February 18, 2022

METHOD STATEMENT FOR CHEMICAL ANCHORING REBAR WITH HILTI HIT-RE 500 V3

 

1.0              INTRODUCTION

 

1.1   Name of the project             : Proposed Car Park and Mixed development Project

1.2   Client                                  : Urban Development Authority 6th, 7th, 9th Floor

                                                      Sethsiripaya, Battaraamulla  

1.3   Consultant                            : State Engineering Cooperation

1.4   Main contractor                    : Sanken Construction (Pvt.) Ltd, 295 Madampitiya Road,

                                                       Colombo-14

1.5 Specialized SubContractor/Material supplier       

                                                     : Hilti

                                                      207 Nawala Road, Nugegoda.

                                                       

 

This method statement is described the procedure for chemical anchoring rebar.

 

2.0              MATERIALS

 

Hilti HIT-RE 500 V3

 

3.0              INSTALLATION EQUIPMENT

ü  Rotary hammer

ü  Appropriate hammer drill bits

ü  Dispenser

ü  Blow-out pump

ü  Cleaning brushes

 

 

4.0              PROCEDURE

 

ü  Drill the holes using hammer drill bit to the required depth as per material spec details

 

ü  Clean the holes properly using brushes and blow-out pump provided

 

ü  Inject Hilti Hit-RE 500V3 with aid of dispenser

 

ü  Insert the rebar and leave it for 8hr to cure.

 

 

 

3

 

 

 

 

                                Fig: Step by step procedure

 

 

 

 

 

 

 

 

                                Fig: Typical chemical anchoring

 

 

                                                            4

5.0     Quality Assurance/ Inspection and testing

 

All kinds of inspection for construction shall be carried out by the QA/QC Engineer of Sanken along with consultant representative as per the standard and specification.

 

However, prior information shall be given to consultant representative at site to proceed necessary checking periodically and make final comment.

 

Following are used for the quality assurance and control work.

 

01.  Request for inspection

 

 

6.0    SAFETY PLAN

·         All the dangerous areas must be barricaded

·         At the time of application, adequate ventilation will be provided

 

·         Gloves will be used when mixing material

 

·         Safe flat forms for working at higher levels shall be provided.

·         Safety Guard rails shall be provided at the perimeter run.

·         All the electrical wires and sockets such a way that must be covered to safety regulation

·         First aid facilities and vehicles for emergency cases shall be available at site

Thursday, January 27, 2022

METHOD STATEMENT FOR WATER PROOFING FOR LIFT PIT, HARVESTING TANK, WATER SUMP AND FIRE TANK

 

1.0              INTRODUCTION


This method statement is described the methods of water proofing works for lift pit, Harvesting tank, Water sump and fire tank.

 

The internal area of Water sump, harvesting tank, fire sump will be waterproofed as per described in this method statement.

 

The external surface of lift pit, harvesting tank, water sump will be waterproofed as per described in this method statement.

 

2.0              MATERIALS

 

Internal Water proofing

Brushbond TGP

 

External Water proofing

Bituflame P 4180

 

Construction Joint

 

Waterstop-RX

 


3.0              PROCEDURE

 

3.1  Internal water proofing for Harvesting tank, Water sump and Fire sump

 

Surface preparation

 

ü  Any cement mortar, dust  on the surface will be removed

ü  If any honeycombing exists in the structural concrete, such defective area will be hacked and patched with construction ground.

ü  The surface will be washed with clean water to be free from dust and dirt.

 

Application

 

ü  Prior to application of the waterproofing the surface will be wetted.

ü  The contents of Brushbond TGP is mixed with clear water and ensured proper dispersion of the components. 3 parts of powder shall be added to 1 part of clean water and mixed thoroughly using a mixer

ü  The first coat will be applied on the concrete surface.

ü  On the completion of the first coat, the final coat will be applied cross link to the first coat as per the manufacture’s specification.

 

Curing period

 

ü  Brushbond TGP applied area must be kept moist for a minimum of 48 hours.

 

Curing period

 

ü  The structure will be pond tested for a minimum of 24 hours.

 

Protection for the waterproofing application

 

ü  On the completion of the pond test the internal area of water sump, fire sump and harvesting tank will be protected with a cement sand mortar.

 

 

 

 

 

 

 

 

                                                           

                                                                        4

 

3.2  External water proofing for Harvesting tank, Water sump and lift pit

 

Surface preparation

 

ü  Any cement mortar, dust  on the surface will be removed

ü  If any honeycombing exists in the structural concrete, such defective area will be hacked and patched with construction ground.

ü  The surface will be washed with clean water to be free from dust and dirt.

ü  Dewatering will be undertaken to ensure that the area is dry to receive the sheet membrane (if required)

ü  A cement sand fillet (50mmx 50mm) to be laid at the intersection of the lean concrete and the vertical structure.

 

Application

 

ü  Bitumen primer ( Bitu primer) will be applied to the surface and allowed to cure prior to areas to receive water proofing membrane treatment.

ü  The sheet membrane will be  the torch laid on the lean concrete and the vertical concrete structure

ü  The sheet membrane will be terminated minimum 300mm from ground floor level.

ü  A water bar will be used in all construction joints

ü  The membrane termination points should be terminated with an aluminum strip that is nailed to the vertical structure and sealed using a bituminous sealant

ü  The aluminium strip to be sealed with using a mastic sealant.

ü  Allow to dry one day and

ü  Place the gauge 500 polythene sheet or 10mm regiform sheet as protection.  

ü  Then backfilling will be started.

ü  Pls see attached typical sketch for application

ü  Pls refer attached TDS sheet for more details.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                                                                        5

 

                                                          6

4.0              Quality Assurance/ Inspection and testing

 

All kinds of inspection for construction shall be carried out by the QA/QC Engineer of Sanken along with consultant representative as per the standard and specification.

 

However, prior information shall be given to consultant representative at site to proceed necessary checking periodically and make final comment.

 

Following are used for the quality assurance and control work.

 

01.  Request for inspection

02.  Pond test approval sheet

 

 

5.0 SAFETY PLAN

·         All the dangerous areas must be barricaded

·         At the time of application, adequate ventilation will be provided

 

·         Gloves will be used when mixing material

 

·         Safe flat forms for working at higher levels shall be provided.

·         Safety Guard rails shall be provided at the perimeter run.

·         All the electrical wires and sockets such a way that must be covered to safety regulation

·         First aid facilities and vehicles for emergency cases shall be available at site

METHOD STATEMENT FOR CHEMICAL ANCHORING REBAR WITH HILTI HIT-RE 500 V3

  1.0               INTRODUCTION   1.1    Name of the project              : Proposed Car Park and Mixed development Project 1.2    ...