U.S. patent number 3,758,998 [Application Number 05/047,038] was granted by the patent office on 1973-09-18 for multi storey building.
This patent grant is currently assigned to Timber Research and Development Association. Invention is credited to Ezra Levin, Clive Beech Ansley Long, William John Bernard Ollis.
United States Patent |
3,758,998 |
Ollis , et al. |
September 18, 1973 |
MULTI STOREY BUILDING
Abstract
This invention is a method of building a housing block in which
rigid boxes each in the form of a finished house with rooms and
fittings, is lifted by a crane and the boxes are supported on
vertical steel staunchions. The lower boxes do not carry the weight
of higher boxes, and all the boxes give the vertical staunchion
resistance against racking loads.
Inventors: |
Ollis; William John Bernard
(Haddenham, EN), Long; Clive Beech Ansley (High
Wycombe, EN), Levin; Ezra (London, EN) |
Assignee: |
Timber Research and Development
Association (Buckinghamshire, EN)
|
Family
ID: |
10320336 |
Appl.
No.: |
05/047,038 |
Filed: |
June 17, 1970 |
Foreign Application Priority Data
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Jun 20, 1969 [GB] |
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31,253/69 |
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Current U.S.
Class: |
52/79.13;
52/745.03 |
Current CPC
Class: |
E04B
1/34807 (20130101) |
Current International
Class: |
E04B
1/348 (20060101); E04b 001/348 () |
Field of
Search: |
;52/79,236,73 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
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1,269,080 |
|
Jul 1961 |
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FR |
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1,372,468 |
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Aug 1964 |
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FR |
|
1,067,888 |
|
May 1967 |
|
GB |
|
Primary Examiner: Abbott; Frank L.
Assistant Examiner: Raduazo; Henry E.
Claims
What we claim as our invention and desire to secure by Letters
Patent is:
1. A multi-story building structure comprising horizontally spaced
vertical structural members extending upwardly from the ground
level, each said member comprising a plurality of interconnected
sub-length vertical sections, and a number of vertically stacked
housing units each in the form of a rigid box, said units forming
at least the stories above the ground floor of the structure, the
length of each said section being substantially equal to the height
of each said box, each said section at each level of the structure
being connected at its opposite ends to each said box at each said
level near two vertically spaced corners thereof, each said box
thereby being connected to said sections at each said level near
each of its eight corners, whereby the weight of each said box is
solely supported by said vertical members so that said boxes
constitute the sole means transferring horizontal loads between
said vertical members, a plate bracket at the respective upper and
lower ends of each said section, means interconnecting respective
ones of said upper and lower brackets of vertically adjacent
sections for each said member, and an outwardly extending
horizontal plate member on each said box near the upper corners
thereof respectively connected to said upper brackets of respective
ones of said vertically adjacent sections.
2. The building structure according to claim 1 wherein a flitch
plate is provided at each of said eight corners of each said box
for strenthening each said box thereat.
3. The structure according to claim 1 in which there is space
between adjacent boxes.
4. The structure according to claim 4 including fire stops to
impede against the flow of flame or smoke provided in the spaces
between said boxes.
5. The structure according to claim 1 in which one of said boxes
has a portion extending as a cantilever horizontally beyond the
vertical members supporting it.
6. The structure according to claim 1 including a duct located
between said boxes for any of electrical, drainage, gas, and
exhaust services having connections to a number of said boxes.
7. A block as claimed in claim 2 in which each rigid box has both
vertical and horizontal walls.
Description
This invention relates to a housing block, which expression covers
primarily blocks of flats and maisonettes but is not to be
construed narrowly so as to exclude other blocks of living and
working accommodation even if not used primarily as dwellings.
According to one aspect of the present invention, in a method of
building a housing block, housing units each in the form of a rigid
box are lifted and supported from a number of structural vertical
members which members act to transfer the weight of the units to
the foundations.
Thus, each box which may consist of a number of rooms decorated and
finished with plumbing and electrical fittings in a factory and
delivered to the building site in that form, for support from the
structural vertical members, and a higher storey box does not have
to be carried on the storeys below it but only supported from the
structural vertical members.
The structural vertical members can themselves be built up in
sub-lengths so that the full height of the building is not achieved
until some of the housing units are already supported from lower
sub-lengths, and in this way access to fastenings to the structural
members is made easier and in particular a complete steel framework
does not first have to be built before the housing units are
fitted.
Sub-lengths of vertical members about equal in height to the height
of the box may be erected immediately before the box is lifted up
to be supported from them, or may be lifted up simultaneously with
the box to which they are secured and in either case the
sub-lengths will be fastened to lower sub-lengths of the vertical
members.
Thus a tower crane on the site can lift the housing units into
position one after another and if these are supplied -- possibly by
a lorry -- in the finished form, the work on the site can be
accomplished very quickly. Indeed once one block has been built a
block beside it can have the housing units lifted into position by
a lift acting from the finished block so that the tower crane does
not have to be kept on the site.
According to another aspect of the invention a housing block is
constructed of housing units in the form of rigid boxes, the weight
of each of which is transferred to foundations by being supported
by vertical structural members.
In general the boxes will not be structurally connected together,
but only through the intermediary of the structural members, except
possibly where horizontal steel work is necessary to support common
staircases and access galleries.
Preferably the boxes transfer horizontal loads between the vertical
members to give the block resistance against racking loads and the
structural vertical member may have no other horizontal
interconnections. A box may be considered to act as a horizontal
box beam supported between the vertical members.
The arrangement has the advantage of good sound insulation from one
box to the next and there may be a space between boxes with or
without insulating material which spaces may include fire stops to
reduce fire hazards.
The invention has particular advantages in the small time that is
required on the site since almost all the work can be done in a
factory and the work at the site is very simple. Moreover there is
a particular advantage where no horizontal level site is available,
because the vertical structural members can be built up to an
appropriate level for supporting the boxes. In this way a block can
be built directly on the side of a hill.
Various methods of supporting the boxes from the vertical
structural members are possible. There may be a simple suspension
fastening at the top of the box and a horizontal location at the
bottom and in general the use of bonding material at the joints may
be desirable to accommodate manufacturing tolerances and to allow
some adjustment on site while also acting as good acoustic
insulation.
The invention may be carried into practice in various ways and one
embodiment will be briefly described by way of example with
reference to the accompanying drawings, of which FIG. 1 is a
general view of a building in the course of construction,
FIG. 2 is an exploded view showing details of the construction,
FIG. 3 shows a detail of a method of supporting the units, and
FIG. 4 is an elevation of one building embodying the invention.
The building is built up from vertical steel stanchions 1 and cells
3 in the form of rigid boxes, the height of each stanchion
corresponding to the height to a storey in the final building, and
this being about equal to the height of a cell 3. This enables both
the stanchions 1 and the cells 3 for one floor to be positioned
before the frame for the floor above is commenced.
Once the stanchions 1 are in position, or before they are lifted
into position, completed cells 3 can be suspended from them by
means of couplings which may be as described in more detail in FIG.
3. Each cell 3 will be supported at its eight corners and the cell
will be strengthened by flitch plate 4 at the corners. Drilled
brackets 5 at the top of each stanchion 1 are then ready to receive
a bracket 6 at the foot of the next vertical section of
stanchion.
Each cell is constructed with side walls having a framework of
substantial timbers fitted together in pairs with plywood flitch
plates between them as indicated generally at 11. Steel flitch
plates 4 can be substituted at points of local stress and those
plates may be bolted together as at 13 at the corners.
Thus the sides of the cells act as plate girders helping to give
rigidity to the complete construction of frame and cells. The plate
girders may include plywood webs such as 14 if there are to be no
openings in a wall, or may form an open girder if window or door
openings 16 are required. These girders stiffen the boxes so that
they can be supported at the four corners only
The top and bottom walls of the boxes or cells, and possibly also
certain of the side walls constitute stressed skins 18, for example
of plywood, for the transmission of horizontal forces to the
corners. Main services can be led to the individual cells by means
of vertical ducts shown at 20, carried in the space between frame
members and cell walls and these ducts too can be prefabricated as
units each equal in height to one storey.
It will be appreciated that each cell can be completely
prefabricated in a factory after the manner of a caravan, and will
be light and rigid to be capable of being lifted and placed in
position by a crane with a single lift, and the crane could in fact
use a component of the skeletal frame as a gantry.
In fact, individual stanchions 1 can be pre-assembled with the
neighbouring cells to be lifted into position with them without one
obstructing the other, and the arrangement shown enables the
connections between frame members to be easily made at this
time.
For reducing the danger of fire being transmitted from cell to cell
or from cell to frame, the cell walls may incorporate mineral wood,
and fire stops 21 may be inserted in the spaces and external cover
plates may be fitted around the stanchions to prevent the passage
of flames in the cavities between cells. This protection could be
supplemented by wrapping the stanchions with a jacket 30 of mineral
wool.
In any case, the cells are preferably provided with non-combustible
layers or linings 23.
Further protection can be provided by fire curtains, possibly on
steel mesh inserted in the vertical cavities between adjacent
cells. A fire curtain can have a steel mesh frame with spikes at
either side on which mineral wool blankets can be impaled.
Spread of fire vertically is restricted by mineral wool mattresses
28 laid between cavities between ceiling of lower box and floor of
higher box, and each mattress may be carried across the gap between
side-by-side cells to prevent these cavities acting as flues.
Sound insulation between cells is good because of the arrangement
already described for mounting cells on the frame and because
air-borne sound transmission is reduced by the compliant nature of
the cells in conjunction with the wide air spaces and the
insulation material contained therein.
FIG. 3 shows how a lower stanchion 1 with its upper bracket 5 can
carry a cell 3 by virtue of an angle 31 secured to a top corner of
the cell and having a hole 32 with clearance around a bolt 33 on
the bracket 5. A sealing resin can fill the gap after mounting to
give good sound insulation from stanchion to cell. This arrangement
supports the weight of the cell and also provides location in
horizontal directions.
The next stanchion has a bracket 6 at its foot for bolting to the
bracket 5. This bracket 6 is in the form of a box having slots 34
for depending tongues 35 at the lower corner of the next cell,
whereby that connection gives horizontal location, but does not
take vertical loads.
Again, space left for manufacturing tolerances can be filled with a
plastics material.
FIG. 4 shows how some cells can have up to one quarter of their
length as an overhanging cantilever 38 to give more scope for
variety in design. The top of such cantilever could be a
transparent or translucent plate 39.
At the right-hand side in FIG. 4 is shown an arrangement of
staircases 41 and access galleries 42 added on horizontal steel
members 43 extending between stanchions 1.
Where two cells together form a maisonette 44, each may be provided
with a part staircase 45, of which one can be fixed in its cell,
while the other is swung into connection with it after the two
cells have been positioned.
For building on quite steeply sloping ground 46 the lower cells
could be omitted and stanchions bedded into foundations and built
up until a cell can be suspended horizontally, so that the great
expense of levelling may be avoided.
* * * * *