International Journal of Scientific & Engineering Research, Volume 4, Issue 8, August-2013

ISSN 2229-5518

1271

“Study Feasibility of Preservative chemicals & its effect on Load

Carrying Capacity of Bamboo”

Mr. Anand Chavan1, Dr. A.C. Attar2

1 Student of M.Tech. Civil- Construction and Management, 2Professor Rajarambapu Institute of Technology, Rajaramnagar, Islampur.

Email: - 27maitra@gmail.com1, acattar@rediffmail.com2

Abstract
Bamboo is a natural material of organic origin.
Bamboo can be destroyed by fungi and insects in a relatively short period of time. Without any protective treatment its durability is less than five years. Therefore, it is necessary to protect and preserve the bamboo culms when good quality and durability are required. The presence of starch makes it more attractive to microorganisms. Biological degradation can affect the usage, strength, utility and value of the bamboo & bamboo product leading to a) decay and disintegration b) splits or cracks c) unsightly stains and blotches. Preservation Treatment is absolutely necessary when bamboo is used as a structural member where safety is of major concern. Increasing life by treatment is more economical in the long run.
Keywords
Degradation of Bamboo, Durability of
Bamboo, Physical properties of Bamboo, Preservative Chemicals, Preservation of Bamboo.
1. General
Steel, cement, glass, aluminium, plastics,
bricks, etc. are energy-intensive materials, commonly used for building construction. Extensive use of these materials can drain the energy resources and adversely affect the environment and increases cost of material, Other hand it is difficult to meet the increasing
demand for buildings .So it is necessary to study alternative material for construction of buildings which are locally available, economical, energy efficient & traditional (like soil, straw bale, bamboo etc.). Hence, there is a need for optimum utilization of available energy resources and raw materials to produce simple, energy efficient, environment friendly and sustainable building alternatives and technique use to satisfy the increasing demand for buildings. Bamboo is naturally available green & eco-friendly material. Bamboo requires less energy for production as compared to material like steel plastic etc. Bamboo acquires maturity in 4 to 5 years & having highest growth rate up to 90 cm/day .It contributes in reduction of greenhouse effect. Bamboo is best alternative for steel, cement, glass, aluminum, plastic & bricks, which issued as main component of modern construction system & helpful for low cost housing system. (Figure 1 Decaying of Bamboo)
2. Bamboo Preservation treatment
Various treatment processes like water
leaching, application of paint coating, brushing, swabbing, spraying, dipping, smoking, baking, etc. are practiced for the protection of bamboo. Water leaching and baking result in partial removal of starch which attracts insects.

IJSER © 2013 http://www.ijser.org

International Journal of Scientific & Engineering Research, Volume 4, Issue 8, August-2013

ISSN 2229-5518

1272

Fig. 1 Decaying of Bamboo

The other treatments do not impart much toxicity because of poor penetration and retention of chemicals. Leaching, Smoking and lime washing are age-old treatment methods. Sometimes protection is also given by use of natural dyes.

From all this various treatment processes, dipping process is used for the treatment of bamboo by considering parameters like availability of space and equipment, labour, facility etc. In this dipping process, chemicals are used such as boric acid, copper sulphate and sodium die-chromate are mixed with water in suitable proportion (Proportion – Sodium dichromate – 400gm, Copper Sulphate – 300gm, Boric Acid –

150gm). This chemical mixture is filled in tank. Chemicals are thoroughly mixed in the tank. After mixing, bamboo is drilled by 4 mm ø bit near knot portion. For insertion of chemical within bamboo, drilling is done near each knot of bamboo & same on alternate position on other side. Drilling is avoided over knot because knot is a portion of bamboo where bamboo has more load carrying capacity & strength.

Drilled bamboo inserted in that chemical tank and is covered with black paper. After 7 days, treated bamboo removed from tank. Now this treated bamboo was dried in
sun protected shades about 5-7 days. (Figure 2
Bamboo Preservation by Dip Diffusion
Method)

Fig.2 Bamboo Preservation by Dip Diffusion

Method

3. Physical Properties of Bamboo
3.1 General
Mechanical properties are very important for
using any material in construction and design. Mechanical properties of bamboo were determined by conducting the following tests, (1) Tensile strength test, (2) Modulus of Elasticity (3) Compressive strength test (4) Pull-out test, (5) Shear test and (6) Water absorption test.
In above mentioned test we conducted Compressive test on Bamboo For this test we use total three types of Bamboo specimens. One specimen type is withought preservation treatment, second specimen type is with treatment with chemicals & third one is specimen treated with chemicals before seven years. There test results are as follows.
3.2 Compressive Strength Test

Aim: To determine Compressive strength of

bamboo

Procedure: The culms of 152mm length are cut for compressive test. Three different types of specimens are selected for the test. The first type of specimens contains central node, second type contains end node and third type

IJSER © 2013 http://www.ijser.org

International Journal of Scientific & Engineering Research, Volume 4, Issue 8, August-2013

ISSN 2229-5518

1273


without nodes. The dimensions of samples are measured and samples were placed in compressive testing machine. The load is applied parallel to fibers of bamboo in gradual increments until the sample failure. From the ultimate load, compressive strength is determined. From the ultimate load, compressive strength is determined before and after bamboo treatment. (Fig. 3 Bamboo sample at the time of testing)
Without node Central node End node

Fig. 3 Bamboo sample at the time of testing

3.2.1Observation Table
Table No.1 (Before bamboo treatment)

Sr. No.

Type of sample

Sample

No.

Diameter

of sample

(mm)

Area

(mm2)

Load in

N

Strength

(N/mm2)

Avg. strength (N/mm2)

1.

Without

node

1A

40

1256.63

42900

34.138

37.86

1.

Without

node

1B

39

1194.59

43000

35.995

37.86

1.

Without

node

1C

35

962.11

41800

43.446

37.86

2.

Central node

2A

40

1256.63

42700

33.979

38.00

2.

Central node

2B

39

1194.59

39500

33.065

38.00

2.

Central node

2C

35

962.11

45100

46.876

38.00

3.

End node

3A

40

1256.63

40000

31.831

29.24

3.

End node

3B

39

1194.59

30000

25.113

29.24

3.

End node

3C

35

962.11

29600

30.765

29.24

Calculation

The maximum compressive strength (N/mm2) shall be determined as follows: Maximum compressive strength = Fult / A
Where, Fult = Maximum load in N A = Area of sample in mm2
Behavior of bamboo sample is observed as shown in fig. 1.

IJSER © 2013 http://www.ijser.org

International Journal of Scientific & Engineering Research, Volume 4, Issue 8, August-2013

ISSN 2229-5518

1274

Table No. 2 (After bamboo treatment)

Sr.

No.

Type of

sample

Sample

No.

Diameter

of sample

(mm)

Area

(mm2)

Load in N

Strength

(N/mm2)

Avg.

strength

(N/mm2)

1.

Without

node

1A

40

1256.63

55650

44.285

46.349

1.

Without

node

1B

39

1194.59

50500

42.274

46.349

1.

Without

node

1C

35

962.11

50500

52.488

46.349

2.

Central

node

2A

40

1256.63

58600

46.632

49.322

2.

Central

node

2B

39

1194.59

55000

46.041

49.322

2.

Central

node

2C

35

962.11

53200

55.295

49.322

3.

End node

3A

40

1256.63

51300

40.823

44.576

3.

End node

3B

39

1194.59

53000

44.366

44.576

3.

End node

3C

35

962.11

46700

48.540

44.576

Table No. 3 (7 year old Bamboo specimens of Bamboo house, Hubalwadi, Tal Walwa,District - Sangli)

Sr.

No.

Type of

sample

Sample

No.

Diameter of

sample (mm)

Area

(mm2)

Load in

N

Strength

(N/mm2)

Avg. strength

(N/mm2)

1.

Without node

1A

36

1017.87

41000

43.227

35.034

1.

Without node

1B

34

907.92

30000

33.813

35.034

1.

Without node

1C

35

962.11

40700

28.063

35.034

2.

Central

node

2A

36

1017.87

44000

40.280

38.541

2.

Central

node

2B

34

907.92

30700

33.042

38.541

2.

Central

node

2C

35

962.11

27000

42.302

38.541

3.

End node

3A

36

1017.87

41000

40.280

32.430

3.

End node

3B

34

907.92

26000

28.636

32.430

3.

End node

3C

35

962.11

27300

28.375

32.430

Conclusion

1. The stress values obtained for central node is greater than that of an end node and without node
samples.
2. The stress values obtained before Bamboo treatment is less than that of an after Bamboo treatment.
3. The stress values obtained of Bamboo Specimen after 7 year is somewhat similar to stress value obtained before treatment Bamboo Specimen.

IJSER © 2013 http://www.ijser.org

International Journal of Scientific & Engineering Research,Volume 4, Issue 8, August-2013

ISSN 2229-5518

1275

60

r-.1 so

Strength Carrying Capacity of Bamboo Specimen

(Without Node Condition)

_.,.,..,... -

E

E 40

z 30

.....

c::

Q,_)

r-.... I

.--.

-

--- Before

Trea tm ent

---After Treatment

.....

V'l

10 I

0

1 2

Samples

--- 7 Yea r Old

3

Strength Carrying Capacity of Bamboo Specimen

(Central Node Condition)

-r-.1

60 ·I"'

so

E

E 40 I

z:

---Before

Trea ttn ent

..... 30

a.o

c::

Q._)

--- After Treatment

..... 10

0

1 2

Samples

---7 Year Old

3

60

'N 50

E

..E.... 40

z

... 30

t>O

c:

.Q....j

Strength Carrying Capacity of Bamboo Specimen

(End Node Condition)

I

._---....r--- - Before Treat ment

- After Treatment

11'1 10

0

1 2

Samples

- 7Year01d

3

IJSER © 2013 http:/twww.ijser.org

International Journal of Scientific & Engineering Research, Volume 4, Issue 8, August-2013

ISSN 2229-5518

1276

4 Conclusion

This paper highlights on research carried out for finding physical behavior of Bamboo when treated
with preservative chemicals. The chemical composition of bamboo is similar to that of wood. It contains about 2-6% starch, 2% deoxidized saccharide, 2-4% fat, 0.8-6% protein, cellulose, carbohydrates and lignin. The carbohydrate content of bamboo plays an important role in its durability and service life. Durability of bamboo against mold, fungal and borers attack is strongly associated with its chemical composition. The presence of large amounts of starch makes bamboo highly susceptible to attack by staining fungi and powder-post beetles. Therefore if we preserve this inner portion of bamboo against fungi, microorganism by applying poisonous chemical preservatives we avoid weakening & decaying inner as well as outer body portion of Bamboo, Then this can directly affect on physical & Mechanical properties of Bamboo. From our experimental data we find that load carrying capacity of Bamboo increase after chemical preservative treatment.

5. References

1. An experiment with a locally constructed boucherie treatment plant in Nepal, by - Nripal Adhikary. Co-director, ABARI (Adobe & Bamboo Research Institute), Kathmandu, Nepal.
2. Affordable bamboo housing in earthquake prone area. An International workshop organized by - Cane & Bamboo Technology Center (CBTC), Government of Mizoram. International Network for Bamboo & Rattan.
3. International Workshop cum Exhibition on Emerging Housing Technology journal, Nov. 24-25,
2008
4. Bamboo: Modern Suburbia by - June Tran
5. Wonder Grass journal by - Wonder Grass Initiative Pvt. Ltd., NSRCL, Indian Institute of
Management, Bangalore – 560076.
6. Bamboo Preservation Techniques : A Review by – Mr. Satish Kumar,Mr. K. S. Shukla, Mr. Tndra
Dev,Mr. P.B. Dobriyal.
7. International Network for Bamboo and Rattan & Indian Council of Forestry Research Education. Published jointly by INBAR and ICFRE 1994.
8. An experiment with a locally constructed boucherie treatment plant in Nepal, by - Nripal Adhikary. Co-director, ABARI (Adobe & Bamboo Research Institute), Kathmandu, Nepal.
9. Physical & Chemical & Mechnical Properties of Bamboo & its utilization potential for fiberboard manufacturing by Xiaobo Li

IJSER © 2013 http://www.ijser.org