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Sanjivani Rural Education Society's
Sanjivani College of Engineering, Kopargaon
-Department of Civil Engineering-
By
Mr. Sameer shaikh (Assistant Professor)
Mail ID- shaikhsameercivil@sanjivani.org.in
ARCH :- INTRODUCTION
• An arch may be defined as mechanical
arrangement of wedge-shaped blocks of stones
or bricks mutually supporting each other and
supported at end by piers or abutments.
• Arch is a structure that spans a space and
supports structure and weight below it.
Function of an Arch:-
• The function of an arch is to carry weight of the structure above
the opening.
• Because of their shape, the blocks support each other by mutual
pressure of their own weight.
• Hence the structure remains in the position by the resistance
from the support.
Elements of Arches
Technical Terms:
The various technical terms used in arches are as follows:-
• Intrados: This is an inner curve of the arch.
• Extrados: It is the outer curve of an arch.
• Voussoirs: The voussoirs or arch stone are
the wedge shaped units forming the arch.
• Crown: It is the highest part of the extrados.
• Keystone: This is the highest central wedge-shaped block of an arch.
• Haunch: It is the lower half of the arch between the crown and skewback.
• Springing points: These are the points from which the curve of the arch springs.
• Spandril: This is the curved triangular space formed between the extrados
and the horizontal line through the crown.
• Rise: It is the clear vertical distance between the
highest point on the intrados and springing line.
• Abutment: This is the end support of an arch.
• Pier: This is an intermediate support of an arcade .
• Springing line: It is an imaginary line joining the springing points of either
end.
• Skewback: It is the inclined or splayed surface on the abutment which is so
prepared to receive the arch and from which the arch springs.
A) Classification of Arches Based on Shape:
Flat arch:-
• In this type of arch the intrados is apparently flat and it acts as a base of
equilateral triangle which was formed by the horizontal angle of 60° by
skewbacks.
• These flat arches are generally used for light loads, and for spans up to
1.5m.
 Segmental Arch:-
• This is the basic type of arch used for buildings in which centre of arch
lies below the springing line.
• In segmental arch, the thrust transferred to the abutment is in inclined
direction.
 Semi-circular Arch:-
• The shape of arch curve looks like semi-circle and the thrust transferred to
the abutment is perfectly in vertical direction since skewback is horizontal.
• In this type of arch, the centre lies exactly on the springing line.
 Horse Shoe Arch:-
• Horse shoe arch is in the shape of horse shoe which curves
more than semi-circle.
• This type of arch is provided mainly for architectural
consideration.
 Pointed Arch:-
• In this type of arch two arcs of circles are met at the apex hence triangle is
formed.
• This may be either isosceles or equilateral.
• It is also known as Gothic arch.
 Venetian Arch:-
• This type of arch is another form of pointed arch.
• Venetian arch has deeper depth at crown than springings.
• It contains four centre's , all located on the springing line.
B) Classification of arches based on number of
centres:
One Centred Arches:-
• Segmental, semi-circular, flat, horse-shoe arches and silted arches are one
centred arches.
• In some cases, perfectly circular arch is provided for circular windows
which is called as bull’s eye arch also comes under these category.
Two Centred Arches:-
Pointed or gothic or lancet arches comes
under this category.
Three Centred Arches:-
Semi-elliptical arch and Florentine arches comes
under this category as they have three centres.
Four Centred Arches:-
Venetian arch is a typical example
for four centred arch.
Five Centred Arches:-
A good semi-elliptical shape arch
Comes under this category.
2. Brick arch –
(a) Rough arch
(b) Axed or rough cut arch
(c) Gauged arch
(d) Purpose made brick
arch
C) Classification of arches based on Material and
Workmanship
1. Stone arch –
(a) Rubble arches
(b) Ashlar arches
3. Concrete arch –
(a) Precast concrete arch
(b) Monolithic arch
(1) Stone Arch
(1) Rubble Arches:
• Rubble arches are very weak and used only for inferior
work, these are used for spans up to 1m.
• These are made of rubble stones which are hammer
dressed, roughly to shape and size and fixed in cement
mortar.
• Sometimes these are also used as relieving arches up to
a depth of 37.5cm, but these are constructed in one
ring.
(2) Ashlar Arches:
• In this type of arch the stones are cut to proper shape of voussoirs (a
wedge-shaped or tapered stone used to construct an arch) and fully
dressed, joined with cement mortar.
• Ashlar stones are also used to make flat arches.
(ii) Brick Arches
(1) Rough Brick arches:
• This type of arch is constructed with ordinary bricks
without cutting these to the shape of voussoirs.
• The arch curve is provided by forming wedge
shaped joints with greater thickness at extrados and
smaller thickness at intrados.
• So, it looks unattractive. That's why it is not
recommended for exposed brick works.
(2) Axed Brick arches:
• The bricks are cut into wedge shape with the help of brick axe.
• So, these are roughly dressed in shape and size.
• Arch formed by these axed bricks is not very pleasant.
(3) Gauged Brick arches:
• This type of arch is constructed of bricks which are prepared to exact size and
shape of voussoirs cutting it by means of wire saw.
• The surface of bricks are fine dressed with the help of a file.
• For gauged brick arches only soft bricks are used.
• The joints formed in gauged brick arch are fine, thin (1 to 1.5 mm) and truly
radial.
• Lime putty is used for jointing.
(4) Purpose Made Brick Arch:
• These arch are made with special bricks which are manufactured in
exact shape and size of voussoirs.
• This is very fine workmanship.
• Lime putty is used as binding material.
(iii) Concrete Arches
(1) Precast Concrete Block Arches:
• Such arches are made from precast concrete blocks, each
block being cast in the mould to the exact shape and size
of voussoirs.
• For keystone and skewbacks special moulds are prepared.
• Because of exact shape and size of blocks, good
appearance of the arch is achieved also joints made of
cement mortar are quite thin.
• However, casting of blocks is costly and such work is
economical only when the number of arches is quite large.
(2) Monolithic Concrete Arches:
• Monolithic concrete arches are cast-in-situ concrete,
either plain or reinforced depending upon the span
and magnitude of loading.
• These arches are quite suitable for larger span.
• The arch thickness is 15cm for arches up to 3m span.
• Formwork is used for casting the arch, and is removed
only when concrete has sufficiently hardened and
gained strength.
• The curing is done for 2 to 4 weeks.
Construction of Arches
The construction of arches, of all types of materials (i.e. bricks,
stones,
concrete) is carried out in three steps:
(1) Installation of centring or formwork,
(2) Laying or casting the actual arch and
(3) Striking or removal of centring as formwork.
Step 1 – Installation of Centring:
• Centring is the temporary structure required to support brick, stone or
concrete arch during its construction till it has gained sufficient strength.
• The centring is installed in such a way that its upper surface corresponds
with the intrados of the arch.
• For minor works centring may be made of mud masonry constructed to
match with the inner soffit of the arch and then plastered.
• This masonry is dismantled later when the arch has been constructed and
cured.
• The usual centring is made of timber or steel.
• It is easy to construct and easy to dismantle and it can be used several
times.
• The centring made of wooden piece is known as turning piece.
• They are supported by props and a pair of folding wedges is provided at
the top of the props under the centring to tighten or loosen the centring.
Centring for wide soffits and bigger
Step 2 – Laying of Arch:
• After the erection or installation of centring, skewbacks are first prepared
and placed very carefully in the correct angles.
• Voussoirs are then arranged in proper and required forms, starting from
skewbacks and proceeding towards the crown from both ends.
• Finally, keystone is inserted so that all voussoirs are locked in position.
• It is important that the masonry above the skewback at the haunches
should be loaded by filling up the spandrels upto the level of the crown of
the arch or at least 2/3 of the height of the arch to counteract the thrust,
this should be done on both the sides
• Before the mortar hardens the centring is slightly slackened by means of
easing the wedges on the top of props by only 2 to 3 mm to permit the
voussoirs to sit on their beds properly.
• Such a process is an essential requirement in stone arches, since it permits
the voussoirs to settle upon their beds properly.
Step 3 – Removal of Centring:
• When the arch has developed sufficient strength, the centring can be
removed.
• No load should be placed on the arch unless the centring has been
removed.
• For small spans, removal of centring is done by loosening the folding
wedges.
• When the span is more than 7 m, sand box method can be used for
loosening, so that shocks are avoided.
• A sand box as shown in fig is placed below the prop.
• Prop rests on the steel plate placed on the top of sand.
• In order to lower the centring, plug is taken out due to which the sand
flows out and lowers the prop gradually.
Sand Box Method

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Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptx
 

Details of arches

  • 1. Sanjivani Rural Education Society's Sanjivani College of Engineering, Kopargaon -Department of Civil Engineering- By Mr. Sameer shaikh (Assistant Professor) Mail ID- shaikhsameercivil@sanjivani.org.in
  • 2. ARCH :- INTRODUCTION • An arch may be defined as mechanical arrangement of wedge-shaped blocks of stones or bricks mutually supporting each other and supported at end by piers or abutments. • Arch is a structure that spans a space and supports structure and weight below it.
  • 3. Function of an Arch:- • The function of an arch is to carry weight of the structure above the opening. • Because of their shape, the blocks support each other by mutual pressure of their own weight. • Hence the structure remains in the position by the resistance from the support.
  • 5. Technical Terms: The various technical terms used in arches are as follows:- • Intrados: This is an inner curve of the arch. • Extrados: It is the outer curve of an arch. • Voussoirs: The voussoirs or arch stone are the wedge shaped units forming the arch. • Crown: It is the highest part of the extrados. • Keystone: This is the highest central wedge-shaped block of an arch. • Haunch: It is the lower half of the arch between the crown and skewback. • Springing points: These are the points from which the curve of the arch springs.
  • 6. • Spandril: This is the curved triangular space formed between the extrados and the horizontal line through the crown. • Rise: It is the clear vertical distance between the highest point on the intrados and springing line. • Abutment: This is the end support of an arch. • Pier: This is an intermediate support of an arcade . • Springing line: It is an imaginary line joining the springing points of either end. • Skewback: It is the inclined or splayed surface on the abutment which is so prepared to receive the arch and from which the arch springs.
  • 7. A) Classification of Arches Based on Shape: Flat arch:- • In this type of arch the intrados is apparently flat and it acts as a base of equilateral triangle which was formed by the horizontal angle of 60° by skewbacks. • These flat arches are generally used for light loads, and for spans up to 1.5m.
  • 8.  Segmental Arch:- • This is the basic type of arch used for buildings in which centre of arch lies below the springing line. • In segmental arch, the thrust transferred to the abutment is in inclined direction.
  • 9.  Semi-circular Arch:- • The shape of arch curve looks like semi-circle and the thrust transferred to the abutment is perfectly in vertical direction since skewback is horizontal. • In this type of arch, the centre lies exactly on the springing line.
  • 10.  Horse Shoe Arch:- • Horse shoe arch is in the shape of horse shoe which curves more than semi-circle. • This type of arch is provided mainly for architectural consideration.
  • 11.  Pointed Arch:- • In this type of arch two arcs of circles are met at the apex hence triangle is formed. • This may be either isosceles or equilateral. • It is also known as Gothic arch.
  • 12.  Venetian Arch:- • This type of arch is another form of pointed arch. • Venetian arch has deeper depth at crown than springings. • It contains four centre's , all located on the springing line.
  • 13. B) Classification of arches based on number of centres: One Centred Arches:- • Segmental, semi-circular, flat, horse-shoe arches and silted arches are one centred arches. • In some cases, perfectly circular arch is provided for circular windows which is called as bull’s eye arch also comes under these category.
  • 14. Two Centred Arches:- Pointed or gothic or lancet arches comes under this category. Three Centred Arches:- Semi-elliptical arch and Florentine arches comes under this category as they have three centres.
  • 15. Four Centred Arches:- Venetian arch is a typical example for four centred arch. Five Centred Arches:- A good semi-elliptical shape arch Comes under this category.
  • 16. 2. Brick arch – (a) Rough arch (b) Axed or rough cut arch (c) Gauged arch (d) Purpose made brick arch C) Classification of arches based on Material and Workmanship 1. Stone arch – (a) Rubble arches (b) Ashlar arches 3. Concrete arch – (a) Precast concrete arch (b) Monolithic arch
  • 17. (1) Stone Arch (1) Rubble Arches: • Rubble arches are very weak and used only for inferior work, these are used for spans up to 1m. • These are made of rubble stones which are hammer dressed, roughly to shape and size and fixed in cement mortar. • Sometimes these are also used as relieving arches up to a depth of 37.5cm, but these are constructed in one ring.
  • 18. (2) Ashlar Arches: • In this type of arch the stones are cut to proper shape of voussoirs (a wedge-shaped or tapered stone used to construct an arch) and fully dressed, joined with cement mortar. • Ashlar stones are also used to make flat arches.
  • 19. (ii) Brick Arches (1) Rough Brick arches: • This type of arch is constructed with ordinary bricks without cutting these to the shape of voussoirs. • The arch curve is provided by forming wedge shaped joints with greater thickness at extrados and smaller thickness at intrados. • So, it looks unattractive. That's why it is not recommended for exposed brick works.
  • 20. (2) Axed Brick arches: • The bricks are cut into wedge shape with the help of brick axe. • So, these are roughly dressed in shape and size. • Arch formed by these axed bricks is not very pleasant.
  • 21. (3) Gauged Brick arches: • This type of arch is constructed of bricks which are prepared to exact size and shape of voussoirs cutting it by means of wire saw. • The surface of bricks are fine dressed with the help of a file. • For gauged brick arches only soft bricks are used. • The joints formed in gauged brick arch are fine, thin (1 to 1.5 mm) and truly radial. • Lime putty is used for jointing.
  • 22. (4) Purpose Made Brick Arch: • These arch are made with special bricks which are manufactured in exact shape and size of voussoirs. • This is very fine workmanship. • Lime putty is used as binding material.
  • 23. (iii) Concrete Arches (1) Precast Concrete Block Arches: • Such arches are made from precast concrete blocks, each block being cast in the mould to the exact shape and size of voussoirs. • For keystone and skewbacks special moulds are prepared. • Because of exact shape and size of blocks, good appearance of the arch is achieved also joints made of cement mortar are quite thin. • However, casting of blocks is costly and such work is economical only when the number of arches is quite large.
  • 24. (2) Monolithic Concrete Arches: • Monolithic concrete arches are cast-in-situ concrete, either plain or reinforced depending upon the span and magnitude of loading. • These arches are quite suitable for larger span. • The arch thickness is 15cm for arches up to 3m span. • Formwork is used for casting the arch, and is removed only when concrete has sufficiently hardened and gained strength. • The curing is done for 2 to 4 weeks.
  • 25. Construction of Arches The construction of arches, of all types of materials (i.e. bricks, stones, concrete) is carried out in three steps: (1) Installation of centring or formwork, (2) Laying or casting the actual arch and (3) Striking or removal of centring as formwork.
  • 26. Step 1 – Installation of Centring: • Centring is the temporary structure required to support brick, stone or concrete arch during its construction till it has gained sufficient strength. • The centring is installed in such a way that its upper surface corresponds with the intrados of the arch. • For minor works centring may be made of mud masonry constructed to match with the inner soffit of the arch and then plastered. • This masonry is dismantled later when the arch has been constructed and cured. • The usual centring is made of timber or steel.
  • 27. • It is easy to construct and easy to dismantle and it can be used several times. • The centring made of wooden piece is known as turning piece. • They are supported by props and a pair of folding wedges is provided at the top of the props under the centring to tighten or loosen the centring. Centring for wide soffits and bigger
  • 28. Step 2 – Laying of Arch: • After the erection or installation of centring, skewbacks are first prepared and placed very carefully in the correct angles. • Voussoirs are then arranged in proper and required forms, starting from skewbacks and proceeding towards the crown from both ends. • Finally, keystone is inserted so that all voussoirs are locked in position. • It is important that the masonry above the skewback at the haunches should be loaded by filling up the spandrels upto the level of the crown of the arch or at least 2/3 of the height of the arch to counteract the thrust, this should be done on both the sides
  • 29. • Before the mortar hardens the centring is slightly slackened by means of easing the wedges on the top of props by only 2 to 3 mm to permit the voussoirs to sit on their beds properly. • Such a process is an essential requirement in stone arches, since it permits the voussoirs to settle upon their beds properly.
  • 30. Step 3 – Removal of Centring: • When the arch has developed sufficient strength, the centring can be removed. • No load should be placed on the arch unless the centring has been removed. • For small spans, removal of centring is done by loosening the folding wedges. • When the span is more than 7 m, sand box method can be used for loosening, so that shocks are avoided. • A sand box as shown in fig is placed below the prop.
  • 31. • Prop rests on the steel plate placed on the top of sand. • In order to lower the centring, plug is taken out due to which the sand flows out and lowers the prop gradually. Sand Box Method