How to Plan Perfect Kitchens by Kathleen M. Kiely

By Kathleen M. Kiely

The right way to Plan ideal Kitchens

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Lintol drops at one end. Vertical cracking above end of lintol. Insufficient wall-ties. Lack of restraint on individual leaves of a cavity wall. Bulging of wall exterally and/or internally. Incorrect mortar mix. Inherent weakness in the structural capability of the wall. Disintegration of mortar jointing. Bulging and bowing and/or buckling of walls. WALL MOVEMENT – THE CAUSES INTRODUCTION Reference has already been made in Chapter 2 to movement as a result of failure of, or defects in, the foundations or the sub-soil beneath a building.

It can also be delayed by further dry weather conditions after the original hot spell. When subsidence due to a shrinkable clay sub-soil is suspected the best approach to any investigation is to proceed slowly and methodically unless there is the likelihood of collapse. Initial investigation should indicate whether the movement is due to subsidence or heave but it is usually more difficult to confirm that the movement is progressive, ie still continuing. Often this can only be found out by monitoring the building over a period of time.

It has also described typical patterns of cracking associated with problems of settlement, heave and subsidence. In practice, the pattern of cracking often provides the first clues in what can be a lengthy diagnosis. However, be prepared for the unusual. The cracking in the single storey extension, shown below, was caused by impact damage. Brake failure, not foundation failure, accounts for this apparent defect. 46 UND HOUSE DEF INTRO CHAP10A 3/7/03 11:30 am Page 47 CHAPTER THREE B U I L D I N G M OV E M E N T - WA L L S INTRODUCTION A building will suffer some degree of movement throughout its life.

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