Ihab Saad – Concrete Equipment

Ihab Saad
AI: Summary ©
The speakers discuss various methods used in concrete manufacturing, including central batch plants, local and remote plants, and mobile batch plants. They also provide information on the various types of concrete used, including rebar, cement, sand, and gravel, and discuss a road construction project involving a waste concrete plant and zero waste concrete recycling. The productivity of concrete is measured by the speed of the motion of the screen, and the productivity of a concrete is measured by the speed of the motion of the screen.
AI: Transcript ©
00:00:02 --> 00:00:06

Music, hello and welcome again to another lecture on construction

00:00:06 --> 00:00:09

equipment, and today we're going to be talking about equipment

00:00:09 --> 00:00:14

involved in concrete in general, whether it's mixing or placing or

00:00:14 --> 00:00:17

finishing the concrete. So let's see what are the concrete

00:00:17 --> 00:00:21

different operations, and what kind of equipment is involved in

00:00:21 --> 00:00:24

these operations. First of all, what's concrete? Concrete is a

00:00:24 --> 00:00:28

flexible construction material. We call it flexible because, again,

00:00:28 --> 00:00:33

in its initial form before gaining a strength before setting. It's

00:00:33 --> 00:00:39

sort of a fluid mixture that can fill any form it's placed in. It's

00:00:39 --> 00:00:42

used to build structural components in many shapes or

00:00:42 --> 00:00:44

strong pavements to withstand surface abrasion.

00:00:45 --> 00:00:49

It's produced by mixing Portland cement with water aggregates, and

00:00:49 --> 00:00:53

sometimes that mixtures to improve properties such as workability,

00:00:53 --> 00:00:58

strength, weight and resistance to elements, including freezing and

00:00:58 --> 00:01:04

thawing, and including attacks by sulfates or chlorides or any other

00:01:04 --> 00:01:06

chemicals that might affect the concrete. The

00:01:09 --> 00:01:12

different concrete operations include

00:01:13 --> 00:01:16

the process of manufacturing, placing concrete, whether plain or

00:01:16 --> 00:01:19

reinforced. Of course, the difference is adding the rebar,

00:01:20 --> 00:01:23

and it consists of the following operations, batching, which is

00:01:23 --> 00:01:27

basically calibrating and weighing the different components of the

00:01:27 --> 00:01:32

mixture, mixing, transporting, after that concrete has been

00:01:32 --> 00:01:36

mixed, transporting it to the construction site, placing, which

00:01:36 --> 00:01:39

is putting the concrete or removing the Concrete from the

00:01:39 --> 00:01:44

transportation means to its final place, consolidating or vibrating

00:01:44 --> 00:01:48

to remove any air pockets in the concrete which are going to reduce

00:01:48 --> 00:01:52

its strength, finishing the surface of concrete. And finally,

00:01:52 --> 00:01:56

curing. And curing is primarily to distinguish the difference between

00:01:56 --> 00:02:01

curing and setting. Some people confuse the two issues. The

00:02:02 --> 00:02:05

reaction, the chemical reaction that results in concrete gaining

00:02:05 --> 00:02:07

strength, is called an exothermal

00:02:08 --> 00:02:14

reaction. Exothermal means it emits heat. So when it emits heat,

00:02:14 --> 00:02:18

it sort of evaporates the water that include that's included in

00:02:18 --> 00:02:19

the concrete itself.

00:02:20 --> 00:02:24

That's why that water is going to be evaporating through very fine

00:02:24 --> 00:02:30

channel. Channels are called the capillary channels, that if not

00:02:30 --> 00:02:32

treated properly, are going to result in hair cracks on the

00:02:32 --> 00:02:36

surface of concrete, which would weaken the concrete, and later on,

00:02:36 --> 00:02:41

would allow moisture and water or other chemicals to penetrate

00:02:41 --> 00:02:44

through the concrete and attack the rebar, which is going to cause

00:02:44 --> 00:02:48

it to rust and corrode and separate from the concrete itself.

00:02:48 --> 00:02:52

So in order to avoid all of that, we are going to replenish that

00:02:52 --> 00:02:56

water inside the concrete by keeping the concrete moist for

00:02:57 --> 00:03:01

about three to five days after it has been placed. This can be very

00:03:01 --> 00:03:05

simply done by just wetting the concrete with a water hose, or

00:03:06 --> 00:03:10

covering the concrete with a wet surface, like wet burlap, for

00:03:10 --> 00:03:15

example, or even applying certain chemicals to seal the concrete and

00:03:15 --> 00:03:18

prevent that water from evaporating. This is the process

00:03:18 --> 00:03:18

of curing.

00:03:21 --> 00:03:24

Batching. Is the process of proportioning the ingredients of

00:03:24 --> 00:03:25

the concrete mix.

00:03:27 --> 00:03:30

Most specifications require a batching accuracy between one and

00:03:30 --> 00:03:35

3% and this is going to be included in the specifications of

00:03:35 --> 00:03:39

the concrete that's going to tell you about the concrete mix and the

00:03:39 --> 00:03:42

trial mix that's going to be subject to testing to make sure

00:03:42 --> 00:03:47

that it produces the final stresses or resistance that the

00:03:47 --> 00:03:51

concrete should withstand before it breaks concrete, especially in

00:03:51 --> 00:03:54

large volumes, is usually best in the central batch plant. We're

00:03:54 --> 00:03:58

going to see a sample of these batch plants. Some central batch

00:03:58 --> 00:04:02

plants, mix the concrete, while others only batch, measure and

00:04:02 --> 00:04:06

calibrate the ingredients. The product can be either a dry, dry

00:04:06 --> 00:04:11

mix without adding water, just including the sand, cement and

00:04:11 --> 00:04:15

gravel and any other additives, dry additives, or it could be a

00:04:15 --> 00:04:19

wet mix by adding water and any other fluid additives or

00:04:19 --> 00:04:20

admixtures as well.

00:04:23 --> 00:04:27

These are different modes of mixing the concrete, batching and

00:04:27 --> 00:04:30

mixing the concrete. So we can here see, for example, here, a

00:04:30 --> 00:04:35

central batch plant that can produce anywhere between 275, and

00:04:35 --> 00:04:40

450, cubic yards per hour, huge production. This is a portable

00:04:40 --> 00:04:44

mixer where you're going to pour the cement, sand and gravel and

00:04:44 --> 00:04:47

add water. And this is this drum mixer is going to mix the

00:04:47 --> 00:04:51

concrete, and it has a capacity of five to 10 cubic yards per hour.

00:04:51 --> 00:04:56

Relatively small, but it has the mobility. And here are side batch

00:04:56 --> 00:04:59

plants, for example, that can produce anywhere between 165

00:05:00 --> 00:05:00

230,

00:05:01 --> 00:05:06

cubic yards per hour, where you have the silos, and these belt

00:05:06 --> 00:05:10

conveyors can transport the gravel and the sand and so on. They are

00:05:10 --> 00:05:13

mixed. The silo usually holds the cement, and then they're going to

00:05:13 --> 00:05:17

be added to this transit mixer that's going to transport the

00:05:17 --> 00:05:22

concrete to the site. Here we have a pavement batch plant for

00:05:22 --> 00:05:26

concrete pavements and again, here's the drum of that transit

00:05:26 --> 00:05:29

pixel where it's going to be mixed and transported to the site

00:05:30 --> 00:05:34

can produce up to 600 cubic yards per hour, so a very high capacity.

00:05:36 --> 00:05:39

Now we're going to have a look quickly at two video clips, one

00:05:40 --> 00:05:46

representing a portable or a movable batch plant, and the other

00:05:46 --> 00:05:51

one talks about one of the innovations in how to reuse the

00:05:51 --> 00:05:55

concrete, or how to have a zero waste in concrete. So let's watch

00:05:55 --> 00:05:57

these two clips.

00:06:02 --> 00:06:05

I President, our system is being used to build a 1 million square

00:06:05 --> 00:06:09

foot shopping mall, an airport parking lot, and a 200 turbine

00:06:09 --> 00:06:13

wind farm at Wash Creek. A plant is a footprint approximately the

00:06:13 --> 00:06:16

size of an 18 wheeler, self erecting and pouring within a day,

00:06:17 --> 00:06:20

we bring our professional staff, including an experienced patcher,

00:06:20 --> 00:06:24

to the customer's job site. We take the rain mixture off of the

00:06:24 --> 00:06:26

road, producing a more environmentally friendly product.

00:06:27 --> 00:06:29

We are able to work to the customer's schedule, including

00:06:29 --> 00:06:33

evenings, weekends and last minute jobs. The aggregate for the batch

00:06:33 --> 00:06:37

plant can be stored as required, anywhere on the job site. In some

00:06:37 --> 00:06:41

cases, we can also produce the gravel on site instead of the

00:06:41 --> 00:06:42

customer holding it away.

00:06:44 --> 00:06:47

Vancouver, ready mix mobile batch plant has three bins, which are

00:06:47 --> 00:06:51

typically used for sand and two different sizes of graft, such as

00:06:51 --> 00:06:56

28 and three quarter inch. We have two ready mix trucks, and on

00:06:56 --> 00:07:00

really high volume days of over 500 meters, we bring in a third

00:07:00 --> 00:07:04

truck. The truck is loaded in five minutes and delivers a concrete to

00:07:04 --> 00:07:08

the pump or the specific area on the job site. Our control system

00:07:08 --> 00:07:12

can handle hundreds of mixed designs. All of the mixed designs

00:07:12 --> 00:07:16

for the customer's job are in the system before the job starts.

00:07:16 --> 00:07:19

Having a voucher on site makes it easy to change or add mixed

00:07:19 --> 00:07:23

designs to fulfill the requirements of the job. Our

00:07:23 --> 00:07:27

control system handles the precise Wayne to the cement aggregates,

00:07:27 --> 00:07:31

water and atom mixtures. We have all of the admixtures on site that

00:07:31 --> 00:07:36

the customer's job may require. Mobile plant has a 400 gallon way

00:07:36 --> 00:07:41

bin that can always be primed with hot water, a 660 gallon water

00:07:41 --> 00:07:46

surge bin and a 2000 gallon storage tank. We also have a 100

00:07:46 --> 00:07:50

horsepower diesel engine to supply the power required to run the

00:07:50 --> 00:07:50

plant.

00:07:51 --> 00:07:55

We also have a 75 ton self erecting saddle, which can be used

00:07:55 --> 00:07:59

to store more cement or along with a 58 ton saddle, can be used to

00:07:59 --> 00:08:03

store cement and fly ash. We can produce high strength or

00:08:03 --> 00:08:07

specialized concrete. Our mobile batch plant can be used to build

00:08:07 --> 00:08:10

office buildings, apartment buildings, tilt up, warehouses,

00:08:10 --> 00:08:15

large subdivisions and its ideal for both locations. Give us a call

00:08:15 --> 00:08:15

at 604-533-0052,

00:08:18 --> 00:08:21

to learn more about our plants capabilities and how we can help

00:08:21 --> 00:08:23

you with your next problem.

00:08:24 --> 00:08:27

So as you can see here, it mentioned something about adding

00:08:27 --> 00:08:31

hot water, and this is primarily going to be used in very cold

00:08:31 --> 00:08:34

weather, because if you add just cold water to the concrete mix,

00:08:34 --> 00:08:37

that water might freeze and is going to defeat the purpose of

00:08:37 --> 00:08:40

having that water in the first place, because it's not going to

00:08:40 --> 00:08:43

properly react with the cement and give the concrete its strength.

00:08:43 --> 00:08:47

Therefore, you're gonna have to use hot water. That's gonna take

00:08:47 --> 00:08:51

some time to cool down, and you can, you can mix the concrete

00:08:51 --> 00:08:54

properly. In this case, on the other hand, if you're gonna be

00:08:54 --> 00:08:58

working in a very hot climate, then in this case, we're gonna use

00:08:58 --> 00:09:02

chilled water, or even add ice to the concrete mix, to slow down the

00:09:02 --> 00:09:07

process of of setting of that concrete, because you don't want

00:09:07 --> 00:09:10

the concrete to set in a transit mixer or before reaching its final

00:09:10 --> 00:09:14

destination. Therefore it's not going to have the required

00:09:14 --> 00:09:17

strength from that concrete. Now let's look at the second video

00:09:17 --> 00:09:20

clip, which is going to talk about the Zero Waste concrete. And this

00:09:20 --> 00:09:24

is a system that has been adopted in Australia. I don't know if

00:09:24 --> 00:09:27

that, if it has been used here in the US, but let's, let's have a

00:09:27 --> 00:09:30

look at what they're talking about, sustainable

00:09:32 --> 00:09:35

concrete, introducing the Zero Waste concrete plant, in keeping

00:09:35 --> 00:09:39

with its focus on maximizing the environmental sustainability

00:09:41 --> 00:09:45

of its business operations, a CT based concrete supplier elfin

00:09:45 --> 00:09:50

group has created what is believed to be Australia's first zero waste

00:09:50 --> 00:09:51

concrete

00:09:56 --> 00:09:59

utilizing a range of state of the art processing equipment from.

00:10:00 --> 00:10:04

Handy Creek recycling, Proprietary Limited elven group has managed to

00:10:04 --> 00:10:09

effectively recover and recycle all of the waste concrete from its

00:10:09 --> 00:10:14

Canberra batch plants, whilst at the same time recycling up to

00:10:14 --> 00:10:17

12,000 liters of water per hour

00:10:18 --> 00:10:22

located in a purpose built truck washout area, the concrete

00:10:22 --> 00:10:26

Reclaimer captures the washout material in a large trough behind

00:10:26 --> 00:10:32

the truck. From here, it is washed into the unit separation chamber,

00:10:32 --> 00:10:35

where the sand and aggregate components of the concrete are

00:10:35 --> 00:10:40

separated into high quality resource streams ready for reuse.

00:10:40 --> 00:10:53

The the new zero waste system incorporates two major components,

00:10:53 --> 00:10:57

a concrete Reclaimer and an automated water treatment system.

00:10:59 --> 00:11:03

These two components work together in tandem to reclaim the vertical

00:11:03 --> 00:11:06

solid resources from the waste material and treat the rung of

00:11:06 --> 00:11:08

water for every use,

00:11:11 --> 00:11:15

the cement binder material, which remains suspended in the process

00:11:15 --> 00:11:18

water, is sent to the water treatment segment of the zero

00:11:18 --> 00:11:23

waste system. Here the process water, together with run of water

00:11:23 --> 00:11:26

from the truck washing and matching area, is sent to a

00:11:26 --> 00:11:30

primary agitator, where a flocculent is added to aid with

00:11:30 --> 00:11:31

the separation process.

00:11:38 --> 00:11:42

The water is then pumped to a separation silo from where it is

00:11:42 --> 00:11:47

gravity fed into the final filter. The clean water is then returned

00:11:47 --> 00:11:51

to a storage tank for reuse in the concrete matching process for

00:11:51 --> 00:11:56

truck washing and in water tankers. Interestingly, the high

00:11:56 --> 00:12:00

quality dewatered filter cake generated by the water treatment

00:12:00 --> 00:12:05

process is suitable for use in a range of manufacturing processes

00:12:05 --> 00:12:10

and products, including brick and pavers, and can also be used in

00:12:10 --> 00:12:15

road based material, thereby closing the loop completely on the

00:12:15 --> 00:12:15

resource stream. I

00:12:34 --> 00:12:38

so as you can see, they have used every part of the concrete, sort

00:12:38 --> 00:12:41

of recycling the concrete and having zero waste. Why the

00:12:41 --> 00:12:44

concrete is still fresh? Because once the concrete has been

00:12:45 --> 00:12:48

consolidated, when it's gained the strength, especially when you're

00:12:48 --> 00:12:51

demolishing a building or something like that, well it's

00:12:51 --> 00:12:54

very hard to recycle that concrete, except for using it as

00:12:55 --> 00:12:59

sort of gravel for highway construction or something like

00:12:59 --> 00:13:02

that. But other than that, this is the only way they have been able

00:13:02 --> 00:13:06

to recycle the water, the cement, the sand and the gravel as well.

00:13:10 --> 00:13:13

The second step is going to be transporting, or the third step

00:13:13 --> 00:13:16

actually, after batching and mixing, it's going to be

00:13:16 --> 00:13:20

transporting. And it's usually performed using a transit mixer or

00:13:20 --> 00:13:24

a truck to transport the concrete, whether it's wet or dry mix. If

00:13:24 --> 00:13:28

it's wet, water has already been added. If it's if it's a dry mix,

00:13:28 --> 00:13:31

then it can travel for longer distances, because now the

00:13:31 --> 00:13:35

concrete is not going to set. And then you add the water as you

00:13:35 --> 00:13:38

approach the construction site. So they're used to transport the

00:13:38 --> 00:13:42

concrete from that plant to the construction site. If travel type

00:13:42 --> 00:13:47

exceeds 30 minutes, if you have a remote site, then usually we're

00:13:47 --> 00:13:50

going to use the dry mix with water added as the truck

00:13:50 --> 00:13:54

approaches the construction site, and it's going to have to mix it

00:13:54 --> 00:13:57

for certain number of revolutions to allow for the concrete

00:13:57 --> 00:14:00

ingredients to mix together. Otherwise, the wet mix would be

00:14:00 --> 00:14:03

loaded in the drum, and the drum rotates to keep mixing the

00:14:03 --> 00:14:06

concrete and preventing segregation. Segregation is the

00:14:06 --> 00:14:10

separation of the heavier particles from the smaller ones,

00:14:10 --> 00:14:14

basically the separation of the gravel from sand that creates

00:14:14 --> 00:14:17

inconsistent concrete, which is a major weakness in the concrete.

00:14:20 --> 00:14:24

The drum capacity for the transit mixers is anywhere between six to

00:14:24 --> 00:14:28

15 cubic yards. The trucks have an inclined access revolting drum

00:14:28 --> 00:14:32

assemblies used for the concrete mixing. It may discharge concrete

00:14:32 --> 00:14:35

from front or rear end. We're going to see a couple of pictures

00:14:35 --> 00:14:40

on that. Rotating speed is about two to six revolutions per minute,

00:14:40 --> 00:14:44

which is relatively slow, and mixing speed is six to 18

00:14:44 --> 00:14:45

revolutions per minute,

00:14:46 --> 00:14:51

maximum stay of concrete and the drum is one and a half hours, or

00:14:51 --> 00:14:55

300 revolutions. Beyond 300 revolutions gonna create some

00:14:55 --> 00:14:58

segregation. And beyond one and a half hours, concrete might

00:14:58 --> 00:14:59

consolidate inside.

00:15:00 --> 00:15:02

The drum rendering totally

00:15:03 --> 00:15:07

unusable. In this case, you would lose the truck itself, or you

00:15:07 --> 00:15:10

would lose the drum itself, and you have to do a major operation

00:15:10 --> 00:15:13

to chip or break the concrete from inside the drum.

00:15:15 --> 00:15:18

Here we have, for example, a transit mixer. As you can see, the

00:15:19 --> 00:15:23

drum is tilted little bit. And here's the water tank that can be

00:15:23 --> 00:15:26

adding water as the truck approaches the site. This one is a

00:15:26 --> 00:15:31

transit mixer without water tank. So usually it's going to be used

00:15:31 --> 00:15:35

for shorter distances, where you load it with the wet mix already.

00:15:35 --> 00:15:40

And here you can see we have a chute at the end of the of the

00:15:40 --> 00:15:44

drum that's going to be used to discharge the concrete, used, in

00:15:44 --> 00:15:47

this case, for pavement. And here's another example of that

00:15:47 --> 00:15:53

drum discharging the concrete in a loader that can carry it to

00:15:53 --> 00:15:54

another distance

00:15:57 --> 00:16:00

to place the concrete now that we have transported it to the site,

00:16:01 --> 00:16:04

one of the media for you for placing the concrete includes

00:16:04 --> 00:16:08

concrete buckets attached to a tower crane, so the concrete

00:16:08 --> 00:16:12

buckets can be used in conjunction with tower cranes or helicopters

00:16:12 --> 00:16:15

to place concrete in some cases, for example, well, these are

00:16:15 --> 00:16:20

extreme cases. Let's say, like what happened in Japan last year

00:16:20 --> 00:16:25

the, I think it was called fukujima reactor, where there was

00:16:25 --> 00:16:29

some leakage. Now this reactor has to be encased in concrete. Of

00:16:29 --> 00:16:32

course, you cannot approach that reactor, so you cannot use cranes.

00:16:33 --> 00:16:36

In this case, you load the concrete in buckets that are

00:16:36 --> 00:16:41

carried by helicopters, and drop this concrete to cover and in case

00:16:41 --> 00:16:46

that reactor capacities for the buckets range for from point five

00:16:46 --> 00:16:50

to four cubic yards for general purposes and up to 12 cubic yards

00:16:50 --> 00:16:55

for special construction, usually used for heavy civil construction,

00:16:55 --> 00:17:01

like dams or massive concretes for harbors and ports and so on. The

00:17:01 --> 00:17:05

bucket is filled through the chute of the transit mixer or directly

00:17:05 --> 00:17:08

from the batch plant and lifted to the required level for placing

00:17:08 --> 00:17:12

concrete. Multiple buckets can be used to reduce the placing cycle

00:17:12 --> 00:17:17

time. So you would have two buckets, for example, one being

00:17:17 --> 00:17:21

filled while the other one being lifted to download the concrete

00:17:21 --> 00:17:26

and as soon as the other one is returns back to its initial

00:17:26 --> 00:17:30

position, you load the filled one, and so on and so forth. That's

00:17:30 --> 00:17:32

going to expedite the concrete placing cycle.

00:17:35 --> 00:17:39

We can also use concrete pumps you may have seen in some of the

00:17:39 --> 00:17:43

cliffs that we've seen about the tallest building in the world, how

00:17:43 --> 00:17:46

they place the concrete using concrete pumps. Because obviously,

00:17:46 --> 00:17:48

for the tallest building in the

00:17:49 --> 00:17:53

world, tower cranes are not going to be a feasible option. But in

00:17:53 --> 00:17:57

this case, concrete pumps was where the selected mode concrete

00:17:57 --> 00:18:00

pumps can be used to transport concrete under pressure to the

00:18:00 --> 00:18:05

required level. And these can be either fixed pumps or mobile

00:18:05 --> 00:18:10

pumps. The means of transport can be a rigid pipe, a flexible hose,

00:18:10 --> 00:18:13

or a combination of both. So here, for example, we have these are

00:18:13 --> 00:18:16

rigid pipes, and at the end we have a tremie or a flexible hose.

00:18:17 --> 00:18:21

Concrete pumps are rated in cubic yards per hour. How many cubic

00:18:21 --> 00:18:24

yards can they pump per hour? These pumps can be either

00:18:24 --> 00:18:29

stationary. This one is relatively stationary because it's moved to

00:18:29 --> 00:18:33

the construction site and remains there until the concrete is

00:18:33 --> 00:18:37

pumped. Whereas this one is carried over a truck, so it moves

00:18:37 --> 00:18:41

to the construction site on a regular basis, and it's followed

00:18:41 --> 00:18:45

by the transit mixers, where the shoot of the transit mixer is

00:18:45 --> 00:18:49

going to empty the concrete in another shoot, in the truck, in

00:18:49 --> 00:18:53

the in the pump, and it's gonna pop that concrete to whatever

00:18:53 --> 00:18:56

level is needed. Production can be up to 170

00:18:58 --> 00:19:03

cubic yards per hour and reach up to 150 feet horizontally. That's a

00:19:03 --> 00:19:04

relatively high reach.

00:19:05 --> 00:19:11

Pumped concrete has to be more fluid the water cement content, or

00:19:11 --> 00:19:15

through water cement content or plasticizers to make it easy to

00:19:15 --> 00:19:19

overcome the friction within the pipes and move smoothly and be

00:19:19 --> 00:19:23

pumped. And it's it's more fluid than regular concrete for smooth

00:19:23 --> 00:19:25

pumping and reducing segregation as well.

00:19:28 --> 00:19:31

Another way of placing concrete is concrete buggies that can move

00:19:31 --> 00:19:35

concrete from the mixer trucks to the desired location or from the

00:19:35 --> 00:19:39

dump area of a bucket on elevated levels. So for example, you might

00:19:39 --> 00:19:45

have a large floor area for a high rise building, and the concrete

00:19:48 --> 00:19:53

bucket is going to pour the concrete in a certain area, and

00:19:53 --> 00:19:56

then you're gonna load that concrete on buggies that can

00:19:56 --> 00:19:59

travel to the different corners of that floor. They can have.

00:20:00 --> 00:20:05

Capacities of 10 to 30 cubic feet, and can travel at speed speeds up

00:20:05 --> 00:20:06

to 15 miles per hour.

00:20:10 --> 00:20:14

Now the fourth step is going to be the consolidation, or the

00:20:14 --> 00:20:17

vibrating of the concrete. Concrete vibrators are used to

00:20:17 --> 00:20:21

consolidate concrete, get rid of air pockets and make sure the

00:20:21 --> 00:20:25

concrete engulfs the rebar to avoid honeycombing, which is

00:20:25 --> 00:20:29

basically voids around the rebar, which are going to result in poor

00:20:29 --> 00:20:34

and weak concrete. It they can be electrical powered, gasoline or

00:20:34 --> 00:20:38

compressed air vibrators, external vibrators, might be installed on

00:20:38 --> 00:20:42

the form or to shake the concrete over a wider area. So these are

00:20:42 --> 00:20:46

going to be vibrators installed on the formwork itself, especially

00:20:46 --> 00:20:52

for walls that are going to be able to shake that that formwork

00:20:52 --> 00:20:55

so that concrete fills all the gaps around the rebar. The

00:20:57 --> 00:21:00

next step, once the concrete has been placed and vibrated, is to

00:21:00 --> 00:21:04

finish the surface. Power floats or travels are used for to embed

00:21:06 --> 00:21:10

the surface, aggregate and smooth surface of the concrete. So again,

00:21:10 --> 00:21:13

to flatten and have a smooth finish for the concrete. Some are

00:21:13 --> 00:21:18

walked behind while other others are riding. This one, for example,

00:21:18 --> 00:21:23

is a walk behind, so it's held from the handles by an operator

00:21:23 --> 00:21:27

who walks and pushes them in front of him or her. And this one is a

00:21:28 --> 00:21:31

riding right riding, a riding

00:21:33 --> 00:21:38

finishing, concrete finisher. It's called the helicopter because it

00:21:38 --> 00:21:41

has blades like those of helicopter, and again, using the

00:21:41 --> 00:21:46

different controls, you can adjust the thickness and the height of

00:21:46 --> 00:21:49

the finish and so on. Now we're going to have another look at

00:21:49 --> 00:21:53

another video clip showing traveling of that concrete and

00:21:53 --> 00:21:55

finishing it for a concrete

00:21:56 --> 00:21:57

paving job.

00:21:59 --> 00:22:00

So let's have a look at that.

00:22:06 --> 00:22:07

You can see the concrete being

00:22:09 --> 00:22:13

poured from the chute of a transit mixer. And this is something like

00:22:13 --> 00:22:18

a driveway or a simple slab. And this is the trowel that has a

00:22:18 --> 00:22:21

* on top of it, so it vibrates the concrete while

00:22:22 --> 00:22:27

finishing its surface to have a flat finish. And you can see the

00:22:27 --> 00:22:32

labor behind that trowel discrete is going to be used to level the

00:22:32 --> 00:22:36

concrete while compacting it at the same time and vibrating it.

00:22:37 --> 00:22:41

You see the concrete being cooled for a driveway, and in the back

00:22:41 --> 00:22:44

there's a transit fixer that's pulling the concrete through the

00:22:44 --> 00:22:48

chute. And then these labor try to level the concrete, while discrete

00:22:48 --> 00:22:52

gives the final leveling and the final shape for the surface of the

00:22:52 --> 00:22:56

concrete. Now you can see the chute in the back of the frame.

00:22:59 --> 00:23:02

Additional patching might be needed later on. So for example,

00:23:02 --> 00:23:05

in this part here, you can see that this was not done properly,

00:23:06 --> 00:23:08

so later on, they can come back and patch it.

00:23:19 --> 00:23:23

This concrete can be either reinforced with the welded wire

00:23:23 --> 00:23:28

fabric, as most of the driveways would be. So here in at the

00:23:29 --> 00:23:33

bottom, you're going to find the welded wire fabric, or welded wire

00:23:33 --> 00:23:36

mesh. It can be either one layer or two layers, depending on the

00:23:36 --> 00:23:39

design. Mostly it's going to be one layer.

00:23:42 --> 00:23:42

You

00:24:02 --> 00:24:06

now you can see that at the edge, the concrete is going to be

00:24:06 --> 00:24:08

slightly lower than in the middle,

00:24:11 --> 00:24:14

but this can be controlled by the speed of the motion of the screen,

00:24:15 --> 00:24:17

Just to make sure that the concrete is level so

00:24:44 --> 00:24:47

are trying to fill any holes before the street finishes the

00:24:47 --> 00:24:48

surface.

00:24:57 --> 00:24:59

You can see it can rather rather than.

00:25:00 --> 00:25:04

Relatively be done at the relatively high speed so it didn't

00:25:04 --> 00:25:04

take too long.

00:25:21 --> 00:25:25

Concrete paving. We can have also something called slip forms that

00:25:25 --> 00:25:32

are going to inject the concrete and mold it to the required shape.

00:25:32 --> 00:25:35

So slip form pavers are used to distribute the concrete across the

00:25:35 --> 00:25:38

surface to be paved and then to vibrate screed and finish the

00:25:38 --> 00:25:43

concrete. So it's a one, one stop shop. It is very similar to the

00:25:44 --> 00:25:47

asphalt pavers as well. But instead of using asphalt, we're

00:25:47 --> 00:25:50

going to use concrete in this case. And here you can see it can

00:25:50 --> 00:25:55

be done for a very narrow width, or for much wider areas. This is

00:25:55 --> 00:25:57

going to be the street that's going to finish that concrete.

00:25:58 --> 00:26:02

They can place concrete pavements up to 18 inches thick, 25 feet

00:26:02 --> 00:26:07

wide, at speed of up to 18 feet per minute, relatively fast.

00:26:10 --> 00:26:13

Now, how are we going to measure the production of a concrete

00:26:13 --> 00:26:17

operation? Since several pieces of equipment are used in series to

00:26:17 --> 00:26:20

achieve the concrete operations, for example, batch plant, followed

00:26:20 --> 00:26:24

by a transit mixer, followed by maybe a tower crane with buckets,

00:26:24 --> 00:26:29

followed by a crew of labor that are going to place and finish and

00:26:29 --> 00:26:32

vibrate the concrete and so on. Optimization can be achieved to

00:26:32 --> 00:26:36

produce the least cost or the shortest time, depending on the

00:26:36 --> 00:26:40

amount of resources that you have, you have to have a balanced

00:26:40 --> 00:26:43

operation so you're not going to use, for example, a very big batch

00:26:43 --> 00:26:47

plant with only one transit mixer, because the production of the

00:26:47 --> 00:26:51

batch plant is going to be limited by the transportation capacity,

00:26:51 --> 00:26:54

which is going to be through the transit mixer. And if you have a

00:26:54 --> 00:26:58

wide, a large, not a fleet of transit mixers, you're not going

00:26:58 --> 00:27:00

to use only one bucket with the tower crane, because, again,

00:27:00 --> 00:27:03

you're going to have a long queue of these transit mixers, which

00:27:03 --> 00:27:06

again defeats the purpose and reduces the production rate. The

00:27:06 --> 00:27:09

rate at which concrete is delivered may control the duration

00:27:09 --> 00:27:12

of the operation, whereas in other cases, the rate of placing and

00:27:12 --> 00:27:16

finishing might be the critical factor. So the number of labor and

00:27:16 --> 00:27:18

crews that are going to be available for placing and

00:27:18 --> 00:27:21

finishing might be the controlling factor in that operation.

00:27:24 --> 00:27:27

The productivity of a concrete pump can be estimated from the

00:27:27 --> 00:27:31

manufacturer's data sheets. The productivity of a crane, which is

00:27:31 --> 00:27:34

going to tell you basically how many cubic yards you can produce

00:27:34 --> 00:27:37

per hour. The productivity of a crane and bucket operation can be

00:27:37 --> 00:27:42

estimated from bucket volume times operational efficiency divided by

00:27:42 --> 00:27:45

cycle time, which is the same equation that we've used for every

00:27:45 --> 00:27:50

other equipment, which is volume per cycle divided by cycle time,

00:27:51 --> 00:27:55

or multiplied by number of cycles per hour, which is basically one

00:27:55 --> 00:27:56

hour divided by the cycle time.

00:27:58 --> 00:28:01

The productivity of concrete buggies can be estimated as,

00:28:01 --> 00:28:04

again, body volume times operational efficiency divided by

00:28:04 --> 00:28:08

cycle time and the cycle time, in this case going to include loading

00:28:08 --> 00:28:13

time, travel time, dump time and return to be loaded one more time.

00:28:16 --> 00:28:20

Let's look at a very simple example on concrete operations. We

00:28:20 --> 00:28:25

have a concrete slab with dimensions of 90 by 120 feet, and

00:28:25 --> 00:28:29

the thickness is 10 inches. It's to be constructed. The available

00:28:29 --> 00:28:35

equipment include a 16 cubic foot buggy or a two cubic yard bucket.

00:28:36 --> 00:28:39

The load and dump time for the buggy is 1.7 minutes,

00:28:40 --> 00:28:45

and the average travel speed is 1.5 miles per hour, one loaded and

00:28:45 --> 00:28:49

two and a half miles per hour, one empty. For the return trip, the

00:28:49 --> 00:28:53

average travel distance is 250 feet. The Cycle Time for a

00:28:53 --> 00:28:56

hydraulic crane to load lift, empty and return the bucket is

00:28:56 --> 00:29:01

eight minutes. Operational efficiency for both operations is

00:29:01 --> 00:29:04

50 minutes per hour. What's the estimated productivity for the

00:29:04 --> 00:29:08

buggy and what's the estimated productivity of the bucket? So if

00:29:08 --> 00:29:11

we were to choose the system to place concrete, which one are we

00:29:11 --> 00:29:16

going to select based on production time, the criterion

00:29:16 --> 00:29:19

that you're looking at, or the main factor, is we need to finish

00:29:19 --> 00:29:21

that operation as soon as possible.

00:29:22 --> 00:29:27

So for the buggy, the cycle time is going to be 1.7 minutes, which

00:29:27 --> 00:29:32

is basically the load and dump time, which is fixed time, plus

00:29:32 --> 00:29:36

the travel time, 250 divided by 1.5 miles per hour. And then we

00:29:36 --> 00:29:41

have the factor to convert from feet to miles per hour plus 250

00:29:42 --> 00:29:44

divided by two and a half miles per hour. That's the return trip.

00:29:45 --> 00:29:48

So adding all of these together gives us a cycle time of 4.7

00:29:49 --> 00:29:54

minutes. The productivity of the buggy is 16 cubic feet times 50

00:29:54 --> 00:29:58

minutes per hour divided by 27 cubic feet per cubic yard, to

00:29:58 --> 00:29:59

convert from cubic feet to cubic.

00:30:00 --> 00:30:05

Yard divided by also the cycle time, which is 4.7 minutes, and

00:30:05 --> 00:30:10

that gives 6.3 cubic yards per hour. So the production for the

00:30:10 --> 00:30:15

buggy 6.3 cubic yards per hour, relatively low. Let's see what the

00:30:16 --> 00:30:17

bucket is going to do.

00:30:18 --> 00:30:23

For the crane and bucket, we have two cubic yards times 50 minutes

00:30:23 --> 00:30:26

per hour divided by eight minutes, that's the operational efficiency

00:30:26 --> 00:30:30

divided by eight minutes that the cycle time. So it gives 12 and a

00:30:30 --> 00:30:34

half cubic yards per hour. So obviously, 6.3 12 and a half,

00:30:34 --> 00:30:37

that's about twice as much concrete that you can place per

00:30:37 --> 00:30:41

hour. So in this case, we're going to select the crane and bucket.

00:30:44 --> 00:30:48

These are different examples of equipment used, again, to finish

00:30:48 --> 00:30:54

the concrete. This is a a mixer, a portable mixer. This is a conveyor

00:30:54 --> 00:30:57

belt to place the concrete in places where you cannot reach with

00:30:57 --> 00:31:02

any other means. This is a transit mixer with the chute. And this is

00:31:02 --> 00:31:06

a concrete finisher, especially for pavement, and it's also used

00:31:06 --> 00:31:10

for asphalt. So it's either asphalt or concrete before the

00:31:10 --> 00:31:14

concrete gains its initial setting, because otherwise it's

00:31:14 --> 00:31:16

not going to be able to finish the surface.

00:31:18 --> 00:31:21

And again, here are some examples of these different transit mixers.

00:31:21 --> 00:31:24

We have seen this slide before with these four different

00:31:24 --> 00:31:29

pictures. So these are examples of transit mixers with different

00:31:29 --> 00:31:34

sizes for their jobs. This is basically our introduction or our

00:31:34 --> 00:31:37

lecture on concrete equipment. As you have seen, it's quite simple.

00:31:38 --> 00:31:42

Once we understand the operation and once we can balance the

00:31:42 --> 00:31:45

different equipment to have the best productivity for this

00:31:45 --> 00:31:45

equipment.

Share Page