written 8.2 years ago by | modified 2.8 years ago by |
Mumbai University > Civil Engineering > Sem 8 > Design and Drawing of Reinforced Concrete Structure
Marks : 10
Year : MAY 2012
written 8.2 years ago by | modified 2.8 years ago by |
Mumbai University > Civil Engineering > Sem 8 > Design and Drawing of Reinforced Concrete Structure
Marks : 10
Year : MAY 2012
written 8.2 years ago by |
The joints of water tank are majorly divided into 3 types:
1) Movement joints
2) Construction joints
3) Temporary open joints
1) Movement joints: Special types of materials are required to maintain water tightness while accommodating relative movement between the side of joints. Movement joints are of 3 types:-
Movement Joint
i. Contraction joints: - A contraction joint is a typical movement joint which accommodates the contraction of the concrete.
-It is of 2 types: - complete contraction joint- discontinuity of both steel and concrete
Partial contraction joint- discontinuity of concrete only
ii. Expansion joints: - It is a movement joint with complete discontinuity in both reinforcement and is intended to accommodate either expansion or contraction of the structure
Joint fillers are used to fill the initial gap provided in the joint and are usually a compressible sheet or strip materials used as spaces.
iii. Sliding joint: - Sliding joint is a movement joint with complete discontinuity in both reinforcement and concrete at which special provision is made to facilitate relative movement in place of the joint.
-This joint is provided between wall & floor in some cylinder tank designs
2) Construction joints: - A construction joint is a joint in the concrete introduced for convenience in construction at which special measures are taken to achieve subsequent continuity without provision for further relative movement.
3) Temporary open joints:- A temporary open joint is a gap temporarily left between the concrete of adjoining parts of a structure which after a suitable interval and before the structure is put into use, is filled with mortar or concrete completely or provided below with the inclusion of jointing material.