This document provides information about arches, including their definition, functions, elements, and technical terms. It describes different types of arches classified by shape (flat, segmental, semicircular, horseshoe, pointed, and Venetian) and material/workmanship (stone rubble/ashlar, brick rough/axed/gauged/purpose made, and concrete precast/monolithic). The construction process of arches involves three steps - installing centering or formwork, laying/casting the arch, and then striking or removing the centering after the arch gains strength.
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