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CIV252:UNIT3
BY:HARKAMAL
SINGH
18266
BIM(Building Information Modelling)
Benefits of BIM
Improve Onsite Collaboration
and Communication Model-Based Cost Estimation
Benefits of BIM
Visualize Projects in
Preconstruction
Better Coordination and Clash
Detection
Benefits of BIM
Mitigate Risk and Reduce Cost
Improved
Scheduling/Sequencing
Benefits of BIM
Increase Productivity with
Prefabrication
Better Safety on Construction
Sites
Benefits of BIM
Execute Overall Better Builds
Streamline Facility Management
and Strengthen Building
Handover
BIM
โ€ข Building Information Modeling (BIM) is
a digital representation of physical and
functional characteristics of a facility.
A BIM is a shared knowledge resource
for information about a facility forming
a reliable basis for decisions during its
life-cycle; defined as existing from
earliest conception to demolition
โ€ข BIM stands for Building Information
Modeling and is a workflow process.
It's based around models used for the
planning, design, construction, and
management of building and
infrastructure projects. BIM software is
used to model and optimize projects by
planning, designing, building, and
operating BIM models.
ERRECTION OF LATTICE TOWERS
Methods of Lattice tower erection
1. Piecemeal method
2. Section method
3. Ground assembly
method
4. Helicopter method
Piecemeal method
1. This method consists of erecting the towers, member by member. The tower members are kept on the
ground serially according to the erection sequence to avoid search or time loss. The erection progresses
from the bottom upwards.
2. The four main corner leg members of the first section of the tower are first erected and guard off.
Sometimes more than one contiguous leg section of each corner leg is bolted together at the ground and
erected.
3. The cross braces of the first section which are already assembled on the ground are raised one by one as
a unit and bolted to the already erected corner leg angles. First section of the lower thus built and
horizontal struts (belt members) if any, are bolted in position. For assembling the second section of the
tower, two gin poles are placed one each on the top of diagonally opposite corner legs.
4. These two poles are used, for raising parts of the second section. The leg members and braces of this
section are then hoisted and assembled. The gin poles are then shifted to the corner leg members on the
top of the second section to raise the parts of the third section of the lower in position for assembly. Gin
poles are thus moved up as the tower grows.
5. This process is continued until the complete tower is erected. Cross-arm members are assembled on the
ground and raised up and fixed to the main body of the tower. For heavier towers, a small boom is rigged
on one of the tower legs for hoisting purposes. The members/sections are hoisted either manually or by
winch machines operated from the ground.
6. For smaller base towers/vertical configuration towers one gin pole is used instead of two gin poles. In
order to maintain speed and efficiency, a small assembly party goes ahead of the main erection gang and
its purpose is to sort out the tower members, keeping the memberโ€™s incorrect position on the ground
and assembling the panels on the ground which can be erected as a complete unit.
Section method
1. In the section method, major sections of the tower are assembled on the ground and the same are
erected as units. Either a mobile crane or a gin pole is used. The gin pole used is approximately 10 m
long and is held in place by means of guys by the side of the tower to be erected.
2. The two opposite sides of the tower section of the tower are assembled on the ground. Each assembled
side is then lifted clear of the ground with the gin or derrick and is lowered into position on bolts to stubs
or anchor bolts.
3. One side is h held in place with props while the other side is being erected. The two opposite sides are
then laced together with cross members and diagonals; and the assembled section is lined up, made
square to the line. After completing the first section, the gin pole is set on the top of the first section. The
gin rests on a strut of the tower immediately below the leg joint. The gin pole then has to be properly
guyed into position.
4. The first face of the second section is raised. To raise the second face of this section it is necessary to
slide the foot of the gin on the strut of the opposite face of the tower. After the two opposite faces are
raised, the lacing on the other two sides is bolted up. The last lift raises the top of the towers.
5. After the tower, the top is placed and all side lacing has been bolted up all the guyed are thrown off
except one which is used to lower the gin pole. Sometimes whole one face of the tower is assembled on
the ground, hoisted, and supported in position. The opposite face is similarly assembled and hoisted and
then the bracing angles connecting these two faces are fitted.
Ground assembly method
1. This method consists of assembling the tower on the ground and
erecting it as a complete unit. The complete tower is assembled in a
horizontal position on even ground. The tower is assembled along the
direction of the line to allow the cross arms to be fitted. One slopping
ground, however, elaborate packing of the low side is essential before
assembly commences.
2. After the assembly is complete the tower is picked up from the ground
with the help of a crane and carried to its location, and set on its
foundation. For this method of erection, a level piece of ground close to
footing is chosen from the tower assembly.
3. This method is not useful when the towers are large and heavy and the
foundations are located in arable land where building and erecting
complete towers would cause damage to large areas or in hilly terrain
where the assembly of the complete tower on the sloping ground may
not be possible and it may be difficult to get the crane into position to
raise the complete tower.
4. In India, this method is not generally adopted because of the
prohibitive cost of mobile crane, and the non-availability of good
approach roads to tower locations.
Helicopter method
1. In the helicopter method, the transmission tower is erected in section. For
example, the bottom section is first lifted on to the stubs and then the upper
section is lifted and bolted to the first section and the process is repeated till
the complete tower is erected.
2. Sometimes a completely assembled tower is raised with the help of a
helicopter. Helicopters are also used for lifting completely assembled towers
with guys from the marshaling yards where these are fabricated and then
transported one by one to line locations. A helicopter hovers over the line
location while the tower is securely guyed.
3. The ground crewmen connect and tighten the tower guys. As soon as the guy
wires are adequately tensioned the helicopter disengages and files to the
marshaling yard. This method is adopted where the approach is very difficult
or to speed up the construction of the transmission line.

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BIM

  • 3. Benefits of BIM Improve Onsite Collaboration and Communication Model-Based Cost Estimation
  • 4. Benefits of BIM Visualize Projects in Preconstruction Better Coordination and Clash Detection
  • 5. Benefits of BIM Mitigate Risk and Reduce Cost Improved Scheduling/Sequencing
  • 6. Benefits of BIM Increase Productivity with Prefabrication Better Safety on Construction Sites
  • 7. Benefits of BIM Execute Overall Better Builds Streamline Facility Management and Strengthen Building Handover
  • 8. BIM โ€ข Building Information Modeling (BIM) is a digital representation of physical and functional characteristics of a facility. A BIM is a shared knowledge resource for information about a facility forming a reliable basis for decisions during its life-cycle; defined as existing from earliest conception to demolition โ€ข BIM stands for Building Information Modeling and is a workflow process. It's based around models used for the planning, design, construction, and management of building and infrastructure projects. BIM software is used to model and optimize projects by planning, designing, building, and operating BIM models.
  • 10. Methods of Lattice tower erection 1. Piecemeal method 2. Section method 3. Ground assembly method 4. Helicopter method
  • 11. Piecemeal method 1. This method consists of erecting the towers, member by member. The tower members are kept on the ground serially according to the erection sequence to avoid search or time loss. The erection progresses from the bottom upwards. 2. The four main corner leg members of the first section of the tower are first erected and guard off. Sometimes more than one contiguous leg section of each corner leg is bolted together at the ground and erected. 3. The cross braces of the first section which are already assembled on the ground are raised one by one as a unit and bolted to the already erected corner leg angles. First section of the lower thus built and horizontal struts (belt members) if any, are bolted in position. For assembling the second section of the tower, two gin poles are placed one each on the top of diagonally opposite corner legs. 4. These two poles are used, for raising parts of the second section. The leg members and braces of this section are then hoisted and assembled. The gin poles are then shifted to the corner leg members on the top of the second section to raise the parts of the third section of the lower in position for assembly. Gin poles are thus moved up as the tower grows. 5. This process is continued until the complete tower is erected. Cross-arm members are assembled on the ground and raised up and fixed to the main body of the tower. For heavier towers, a small boom is rigged on one of the tower legs for hoisting purposes. The members/sections are hoisted either manually or by winch machines operated from the ground. 6. For smaller base towers/vertical configuration towers one gin pole is used instead of two gin poles. In order to maintain speed and efficiency, a small assembly party goes ahead of the main erection gang and its purpose is to sort out the tower members, keeping the memberโ€™s incorrect position on the ground and assembling the panels on the ground which can be erected as a complete unit.
  • 12.
  • 13. Section method 1. In the section method, major sections of the tower are assembled on the ground and the same are erected as units. Either a mobile crane or a gin pole is used. The gin pole used is approximately 10 m long and is held in place by means of guys by the side of the tower to be erected. 2. The two opposite sides of the tower section of the tower are assembled on the ground. Each assembled side is then lifted clear of the ground with the gin or derrick and is lowered into position on bolts to stubs or anchor bolts. 3. One side is h held in place with props while the other side is being erected. The two opposite sides are then laced together with cross members and diagonals; and the assembled section is lined up, made square to the line. After completing the first section, the gin pole is set on the top of the first section. The gin rests on a strut of the tower immediately below the leg joint. The gin pole then has to be properly guyed into position. 4. The first face of the second section is raised. To raise the second face of this section it is necessary to slide the foot of the gin on the strut of the opposite face of the tower. After the two opposite faces are raised, the lacing on the other two sides is bolted up. The last lift raises the top of the towers. 5. After the tower, the top is placed and all side lacing has been bolted up all the guyed are thrown off except one which is used to lower the gin pole. Sometimes whole one face of the tower is assembled on the ground, hoisted, and supported in position. The opposite face is similarly assembled and hoisted and then the bracing angles connecting these two faces are fitted.
  • 14. Ground assembly method 1. This method consists of assembling the tower on the ground and erecting it as a complete unit. The complete tower is assembled in a horizontal position on even ground. The tower is assembled along the direction of the line to allow the cross arms to be fitted. One slopping ground, however, elaborate packing of the low side is essential before assembly commences. 2. After the assembly is complete the tower is picked up from the ground with the help of a crane and carried to its location, and set on its foundation. For this method of erection, a level piece of ground close to footing is chosen from the tower assembly. 3. This method is not useful when the towers are large and heavy and the foundations are located in arable land where building and erecting complete towers would cause damage to large areas or in hilly terrain where the assembly of the complete tower on the sloping ground may not be possible and it may be difficult to get the crane into position to raise the complete tower. 4. In India, this method is not generally adopted because of the prohibitive cost of mobile crane, and the non-availability of good approach roads to tower locations.
  • 15. Helicopter method 1. In the helicopter method, the transmission tower is erected in section. For example, the bottom section is first lifted on to the stubs and then the upper section is lifted and bolted to the first section and the process is repeated till the complete tower is erected. 2. Sometimes a completely assembled tower is raised with the help of a helicopter. Helicopters are also used for lifting completely assembled towers with guys from the marshaling yards where these are fabricated and then transported one by one to line locations. A helicopter hovers over the line location while the tower is securely guyed. 3. The ground crewmen connect and tighten the tower guys. As soon as the guy wires are adequately tensioned the helicopter disengages and files to the marshaling yard. This method is adopted where the approach is very difficult or to speed up the construction of the transmission line.