MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG, NEW DELHI 110002

____________________________________________________________________________ त कनीक� स�म�त : �नमार्ण के �लए म�ृ�का एव ंस् थायीकृत मदृा के उत् पाद �वषय स�म�त, सीईडी 30 ____________________________________________________________________________ प्राप् त कतार् : 1. �स�वल अ�भयािन्त्रक� �वभाग प�रषद्, सीईडीसी के सभी सदस् य

2. �स�वल अ�भयािन्त्रक� �वभाग �वषय स�म�त, सीईडी 30 के सभी सदस् य

3. रू�च रखने वाले अन्य �नकाय

�प्रय महोदय (गण),

कृपया �नम्न�ल�खत सलंग्न प्रलेख प्राप्त कर� :

कृपया इस प्रलेख का अवलोकन कर� और अपने �वचार/�टप्पणी यह बतात ेहुए पे्र�षत कर� क� य�द य� प्रलेख भारतीय मानक� के रूप म� प्रका�शत हो तो इस को व्यवहार म� लाने म� आपके व्यवसाय अथवा व्यापार म� कौन सी क�ठनाईयाँ आने क� सम्भावना ह� ।

�टप्प�णयां पे्र�षत करने क� अिन्तम �त�थ: 28 फरवर� 2018

�टप्प�णयां, य�द हो तो �न�दर्ष्ट प्रारूप म�, कृपया ई-मेल milind.gupta@bis.gov.in पर पे्र�षत कर� ।

य�द कोई भी �टप्पणी प्राप् त नह�ं होती है अथवा �टप्पणी केवल प्रलेख� क� सम्पादक�य त्र�ुटय� के �वषय म� होती ह� तो हम�, आपक� ओर से, उपरोक् त प्रलेख� को यथावत ्अ�ंतम मान लेने क� अनमु�त होगी । य�द �टप्पणी तकनीक� सम्बिन्धत हुई तो तकनीक� स�म�त के अध् य� के परामशर् से अथवा उनक� इच् छा पर आगे क� कायर्वाह� हेत ुतकनीक� स�म�त को भेजे जाने के उपरान्त प्रलेख को अ�ंतम रूप �दया जाएगा ।

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धन् यवाद । भवद�य,

हस्ता��रत /-

(सजंय पन्त) सलंग्न : उपर �ल�खत प्रमखु (�स�वल अ�भयािन्त्रक�)

व् यापक प�रचालन म� प्रालेख सदंभर् �दनांक सीईडी 30/ट� - 30 16 जनवर� 2018

प्रलेख सखं् या शीषर्क

सीईडी 30 (12335) WC बलु्स टे्रन्च �ट भट्टे के �नमार्ण के �लए �दशा �नद�श

ICS 81.080; 91.100.25

MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG, NEW DELHI 110002

DOCUMENT DESPATCH ADVICE

_______________________________________________________________________________ TECHNICAL COMMITTEE: Clay and Stabilized Soil Production for Construction Sectional Committee, CED 30 ADDRESSED TO: 1. All Members of Civil Engineering Division Council, CEDC 2. All Members of Civil Engineering Sectional Committee, CED 30 3. All others interests Dear Sir (s),

Please find enclosed the following documents:

Doc No. Title

CED 30 (12335) WC

Guidelines for Construction of Bulls Trench Brick Kiln

ICS 81.080; 91.100.25

Kindly examine the draft and forward your views stating any difficulties which you are

likely to experience in your business or profession, if this is finally adopted as National Standards.

Last Date for comments: 28 February 2018 Comments if any, may please be made in the format as given overleaf and mailed to

milind.gupta@bis.gov.in In case no comments are received or comments received are of editorial nature, you will

kindly permit us to presume your approval for the above documents as finalized. However, in case comments of technical in nature are received then these may be finalized either in consultation with the Chairman, Sectional Committee or referred to the Sectional Committee for further necessary action, if so desired by the Chairman, Sectional Committee.

The documents are also hosted on BIS website www.bis.org.in Thanking you,

Yours faithfully,

sd/- (Sanjay Pant) Encl: as above Head (Civil Engg)

Reference Date CED 30/T-30 16 January 2018

DRAFTS IN WIDE CIRCULATION

FORMAT FOR SENDING COMMENTS ON BIS DOCUMENTS

[Please use A4 size sheet of paper only and type within fields indicated. Comments on each clause/sub-clause/para/table/figure no. etc be stated in a fresh row. Information/comments in Column 3 should include reasons for comments, technical references and in Column 4, suggestions for modified wordings of the clauses when the existing text is found not acceptable. Adherence to this format facilitates BIS Secretariat’s work. Comments send through e-mail to milind.gupta@bis.gov.in shall be appreciated.

Document Number: CED 30 (12335) WC Title: Guidelines for Construction of Bulls Trench Brick Kiln Last Date of Comments: 28 February 2018 Name of the Commentator/ Organization: _______________________________

Sl. No.

(1)

Clause/Sub-clause/Para/ Table/Figure No. commented

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Justification

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Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018 For BIS Use Only

BUREAU OF INDIAN STANDARDS

Draft Indian Standard

(Not to be reproduced without the permission of BIS nor used as an Indian Standard)

GUIDELINES FOR CONSTRUCTION OF BULLS TRENCH BRICK KILN

Clay and Stabilized Soil Products for Construction, Last Date for Comments: Sectional Committee, CED 30 28 February 2018 FOREWORD (Formal clauses of the Foreword will be added later) Different types of kilns are being used for firing bricks. These kilns vary considerably in design, capacity and output. It is not infrequent to find two kilns of identical design located at the same place and yet producing bricks varying widely in quality. It has been found desirable that some degree of uniformity should be introduced in the design of kilns, so as to ensure the production of good quality bricks consistently with the minimum consumption of fuel. Works carried out by the CSIR-Central Building Research Institute, Roorkee and Punjab State Council for Science and Technology, Chandigarh and the information gathered from various manufacturers from various parts of the country, indicate that a broad outline can be furnished as a general guidance for their better performance. The pollution caused by the brick kilns has drawn the attention of the Government and has resulted in many notifications on the subject, specifying the ceiling on the particulate matter concentrations emitted by brick kilns. This standard has been formulated in line with the various notifications and orders issued till date. IS 4805 : 1978 'Guide for construction of Brick Kiln (first revision)', which covered the broad guidelines for the construction of Bulls trench brick kilns with moving chimneys, was withdrawn as the usage of moving chimneys in brick kilns were dispensed with by Government of India. This prompted the formulation of a new standard that covers the general guidelines for the construction of Bulls trench brick kilns with fixed chimney. This standard is being formulated to provide necessary guidance regarding construction of energy efficient bulls trench brick kiln with fixed chimney to the manufacturers and users of these brick kilns.

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018

Draft Indian Standard

GUIDELINES FOR CONSTRUCTION OF BULLS TRENCH BRICK KILN

1 SCOPE This standard gives the general guidelines related to the construction of Bulls Trench Brick Kiln with fixed chimney and gravitational settling chamber for the firing of bricks. 2 REFERENCES

3 TERMINOLOGY

For the purpose of this standard, the definitions given in IS xxxx:2018 (Doc: CED 30 (12336) WC - under preparation) shall apply.

4 NECESSARY INFORMATION

4.1 For efficient design and construction of the bricks kilns, detailed information with regard to the following may be furnished to those responsible for the work:

a) Level of sub-soil water at the place where the brick kiln is required to

be constructed; b) Slope of the ground and natural drainage; c) Type of soil with special reference to black cotton soil; d) Climatic conditions; and e) Siting guidelines, as applicable.

5 SITE 5.1 Floor level - The floor level of the trench of the kiln should be above the ground level such that water naturally drains away from the kiln. 5.2 Sites with permanent water-logged areas should be preferably avoided and if used, shall be appropriately treated. 5.3 Areas susceptible to natural hazards - Site selection shall be done so as to minimize the risk against natural hazards. Areas likely to experience frequent landslides shall be avoided for construction of kiln. 5.4 Subsoil condition - The soil base on which the foundation rests is of utmost important factor to be considered for the safety of a chimney structure. To withstand the chimney, the subsoil investigation must be carried out and foundation should be designed accordingly. Since the soil condition varies site to site, it is strongly recommended to conduct subsoil investigation of site where

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018 chimney stands and also consult an experienced civil or a structural/geotechnical engineer for the design of the chimney foundation. 5.5 Approach Road within the premises of brick kiln area should be pucca/paved with brickbats. 6 CONSTRUCTION

Fig 1 - A typical Bulls Trench Brick Kiln

6.1 Fig. 1 shows a typical Bulls Trench Brick Kiln. It is an annular kiln joined on the ends by two semi-circles. A continuous, moving fire kiln in which the fire is always burning and moving forward in the direction of air flow due to the draught provided by a chimney. The bricks are being pre-heated, fired and cooled simultaneously in different parts of the kiln. Fire moves in a closed circuit through the bricks stacked in the annular space between the outer and the inner wall of the kiln. It operates under the draught that is responsible for the distribution of heat inside the kilns. The two types of draught are forced/induced draught and natural draught. In forced or induced draught, a fan operating with minimum draught 50 mm Water Gauge (WG), is provided to create the draught from the chimney whereas in natural draught, the chimney itself creates the required draught. Openings known as wicket gates are made in the outer wall for easy access to the trench during setting and withdrawal of bricks. It has a fixed chimney and a Gravitational Settling Chamber to reduce pollution. The bricks are stacked in the kiln covered with a layer of ash & brick dust, which acts as a temporary roof and inhibits the heat loss as well as seals the kiln from leakages. The size of the kiln has been categorized into three sizes based on its production capacity.

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018 6.1.1 Large Bull’s Trench Kiln The production capacity should be above 30,000 standard bricks per day. The height of the stack should be more than 30 m or kiln shall be equipped with an induced draught fan operating with minimum draught 50 mm Water Gauge (WG) and 27 m stack height. The width of the trench should be more than 6.75 m. 6.1.2 Medium Bull’s Trench Kiln The production capacity should be between 15,000 and 30,000 standard bricks per day. The height of the stack should be more than 27 m or kiln shall be equipped with an induced draught fan operating with minimum draught 50 mm WG and 24 m stack height. The width of the trench should be between 4.5m and 6.75 m. 6.1.3 Small Bull’s Trench Kiln The production capacity should be less than 15,000 standard bricks per day. The height of the stack should be more than 27 m or kiln shall be equipped with an induced draught fan operating with minimum draught 50 mm WG and 24 m stack height. The width of the trench should be less than 4.5 m. 6.2 Salient Features of the Kiln The design of the kiln dimension consists of the dimension of various kiln components. These kiln components are the key parts that in combination allow the functioning of kiln for brick firing for making it energy-efficient as well as less pollution emitting. The Outer wall and the Central Island (Miyana) wall are the two key kiln wall structures. The design of the kiln wall structure covers designing of these two key structures. The wall design should be structurally safe, prevents air leakages and minimizes heat loss. 6.2.1 Outer Wall of Kiln Fig. 2 shows a typical cross-section of the outer wall of the kiln. Outer wall of the kiln shall be designed in two leaves each forming cavity in between which should be preferably filled up by compacted earth or ash for improving thermal insulation and prevent the ingress of air in the kiln from the atmosphere. The mud plaster may then be applied on the outer side of the wall. The heat loss and air leakage through the kiln wall depend on the wall thickness, thicker the wall, lesser is the heat loss through the walls. Central Island (Miyana) walls shall be designed for the structural safety. Expansion joints should be provided in the Central Island (Miyana) wall, preferably in between every two side flues. The kiln floor should be levelled and two layers of brick on edge should be laid on the floor.

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018 6.2.2 Wicket Gate Wicket gates are provided in the outer wall of the kiln for transportation of bricks in and out of the kiln. The wicket gates, which are in the kiln circuit, are required to be closed during firing. Fig. 3 shows a typical cross-section of the wicket gate. The width and height of the wicket gates should be such that they allow for the passage, loading and unloading of vehicles in and out of the kiln. The wicket gate shall consists of two layers of 460 mm (18 inch) thick brick wall, having a 100 mm (4 inch) gap in between, filled with ash or brick dust to minimize heat losses from wicket and air leakage into the kiln circuit through the wicket gates.

Fig. 2 - Typical Cross section of Outer Wall of Kiln Fig. 3 - Typical Cross section of Wicket Gate 6.2.3 Flue System Flue system consists of two components namely, one Main flue and many Side flues. These flues connect the kiln to the chimney and guide the flue gases to chimney through the flue system. The main flue runs throughout the length of Central Island (Miyana) on both the sides of chimney whereas the side flues are constructed at regular spacing at right angles to the main flue as shown in the Fig. 4 that connect the kiln to the main flue.

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018

Fig. 4 - A typical Flue System

6.2.4 Chimney The chimney, usually circular/rectangular in shape, and its different structural components viz. foundation, beam, column, wall, etc. shall be designed in accordance with IS 456 or IS 1905 read in conjunction with IS 1893 (Part 1) & IS 1893 (Part 4) as per the chosen design and relevant site conditions. The outer surface of the chimney shall be plastered by the cement mortar while the inside of the chimney be plastered by mud. The height of the chimney shall be maximum of the following three heights: i) Minimum Chimney height as given in Clause 6.1. ii) The chimney height (Hs) required for the dispersion of sulphur dioxide, given by the formula Hs = 14 (Q)^0.3 where Q is sulphur emission rate in kg/hr measured in accordance with the test method laid out in IS 11255 (Part 2). iii) The chimney height (Hpm) in meters for dispersion of particulate matter, given by the formula Hpm = 74 (Q)^0.27 where Q is PM emission rate in tonne/hr measured in accordance with the test method laid out in IS 11255 (Part 1). 6.2.5 Gravitational Settling Chamber Fig. 5 shows a typical gravitational settling chamber. Gravitational settling chamber, constructed along the length of the kiln on either side of the chimney or

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018 at the base of the chimney connecting to all the flue inlets, is a particulate collection structure to settle the particulate matter in a gas stream passing through its long chamber that reduces the carrier gas velocity so as to allow the larger particulate matter to settle down under the action of gravity, before they enter the chimney. It consists of baffles and fins in such a manner that the pressure drop across the chamber is negligibly small and obstruct the flue gases and lengthen their residence time, thereby reducing the velocity of the flow which results in deposition of particulate matter in the settling chamber and reduction in the ambient air emission. The particulate matter, deposited at the bottom of the chamber, is then collected manually to dispose the waste.

Fig. 5 - A typical Gravitation Settling Chamber

6.2.6 Lightning Arrester A lightning arrestor shall be provided at the chimney top to protect it from the damaging effects of the lightning. 7 PRINCIPLES OF OPERATION OF KILN

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018

Fig 6 - Typical arrangement of operations and firing zones in a Bulls Trench Brick Kiln.

7.1 Fig. 6 shows a typical arrangement of operations and firing zones in a Bulls Trench Brick Kiln. Bricks to be fired are stacked in the trench in a column and blade brick setting as shown in Fig. 7 that allows fire to flow in a straight line path as shown in the Fig. 8. A layer of ash and brick dust, preferably more than 250 mm (~10 inches) should be spread over the top of the brick setting to seal the kiln to provide thermal insulation and prevent heat losses. The brick unloading end is kept open for air to flow into the kiln. The brick loading end is sealed with the help of a damper to guide the flue gas to chimney through the flue system. Fuel is fed manually in the feedholes provided on the top of the kiln. Fire movement takes place in the direction of air travel in the kiln. 7.2 The kiln can be divided into three zones namely, cooling zone, pre-heating zone and combustion zone. In the cooling zone, (where fired bricks are cooled by the cold air flowing into the kiln) air entering from the unloading end picks up heat from the fired bricks resulting in heating of air and cooling of fired bricks. The next zone is combustion zone in which fuel is fed from the feedholes provided on the top of kiln. Fuel comes in contact with hot air and its combustion takes place in this zone. The last zone is the pre-heating zone (where green bricks are stacked) where heat available in the flue gases is utilized for pre-heating of green bricks. 7.3 Air is drawn in the kiln due to pressure difference in density of cold and hot air. The hot air in the chimney has lower density compared to the density of cold air in the atmosphere surrounding the chimney. The hot air flows up the chimney, creating a low pressure at the bottom of the chimney which helps in flow of cold air from the atmosphere that is at a higher pressure. Air enters from the unloading end of the kiln and flows through the kiln. The draught created provides the regular supply of air in the kiln. The chimney acts as a pump for sucking air in the kiln, which in turn supports fuel combustion.

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018

Fig. 7 - Typical Column and Blade brick setting in a Bulls Trench Kiln for straight line air flow

Fig. 8 - Typical Path of air flow in Bulls Trench Brick Kiln

8 GUIDELINES FOR BETTER FUEL CAHRGING AND OPERATING PRACTICES

8.1 Fuel Storage - The fuel should be preferably stored in a shed on a raised platform with pucca flooring and proper drainage and ventilation arrangements. The height of fuel stack should not be more than 1.5 meter otherwise it will lose its heat value due to self-ignition under intense heat and pressure.

8.2 Size of fuel - The fuel charged should be properly graded and maximum size of fuel charged, in case of coal should be limited to 5 mm to ensure proper air-fuel mixing and uniform brick quality.

8.3 Fuel quality - The assessment of fuels for their suitability of use for firing bricks shall be done on the basis of parameters namely, Moisture content, ash content, volatile matter, fixed carbon and calorific value. Proximate analysis and calorific value of fuel, in case of coal shall be determined in accordance with the test methods laid out in IS 1350 (Part 1) and IS 1350 (Part 2) respectively. Coal with high moisture content reduces calorific value and poses handling problems

Draft for Comments Only Doc: CED 30 (12335) WC 16 January 2018 as well. Coal with high ash content leads to high stack emission and poses handling problems as well. It is, therefore, recommended that coal with low moisture and ash content and high calorific value shall be used.

8.4 Fuel Feeding - Fuel shall be preferably fed in 6-7 chambers with each chamber having two fuel feeding lines. This increases the length of firing zone and results in more efficient combustion thereby reducing stack emissions. Fuel charging in kilns should be done in small amounts using feeding spoon of 200 g to 350 g at regular intervals, preferably every 5-10 minutes with 15-20 minutes charging time or on continuous basis. 8.5 Brick Setting - The inner three to four columns of bricks should be stacked tightly and the gap be increased between the brick columns gradually towards the end, as the inner length is less than the outer one in case of Bulls Trench brick kiln, owing to its annular shape and fire tends to travel faster in the inner side leaving under-burnt bricks on the outer side. Number of brick columns may also be increased on the inner side of the brick setting. 8.6 Miscellaneous - Feedhole covers shall be double walled and packed with insulation material. A temperature gauge shall be installed in the shunt and temperature in the firing zone should be regularly monitored using non-contact type thermometer. Ideal baking temperature of the bricks in the combustion zone is 800 - 1100 deg C. 9 POLLUTION MONITORING AT THE COMMISSIONED KILN 9.1 The measurement of air pollution when carried out by the method specified in the relevant parts of IS 11255 (Part 1) or any other established instrumental/chemical method, shall not exceed the limits imposed by Environment (Protection) Rules, 1986, as amended from time to time. In case of dispute the procedure given in relevant parts of IS 11255 (Part 1) shall be referee method. Pollution monitoring shall be carried out at different time slots for Particulate Matter and emission sample shall be a composite sample taken from both charging and non-charging conditions to assess the efficiency of the gravity settling chamber and the kiln design vis-a-vis control of emission. Particulate Matter (PM) results to be normalized at 4% CO2 as: PM (normalized) = PM (measured) x 4% / CO2 (measured) in % 9.2 Additionally, dust level may also be measured at 1m and 3m height from the bottom of the chimney in accordance with the method specified in IS 5182 (Part 1).

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