BACKGROUND OF THE INVENTION
Field of the Invention
[0001] The present invention relates to a floor structure such as a floor plate bridge structure
built on a river or a land, a slab structure of respective hierarchies such as a steel
frame building and an iron reinforcement concrete building, a roadbed structure formed
on an upper surface of an underground construction, a roadbed structure laid on a
ground surface, or the like.
Related Art
[0002] Patent Document 1 shows a bridge structure, in which steel stocks each consisting
of an upper flange, a lower flange and a web are arranged in parallel, an iron reinforcement
is arranged and a concrete is placed between the adjacent steel stocks, i.e., in a
space defined by upper and lower flanges of the adjacent steel stocks and the web,
and the iron reinforcement concrete and the web are tightly connected to each other
by a PC steel stock piercing the iron reinforcement concrete and the web in the width
direction of the bridge.
[0003] The above bridge structure is based on such a designing idea that the bridge strength
against an active load such as vehicles is borne by an iron reinforcement concrete
placed between the adjacent steel stocks.
[0004] Moreover, the slab structure of the respective hierarchies of the conventional steel
frame building is formed by supporting a floor plate by beam members, and the slab
structure of the respective hierarchies of the iron reinforcement concrete building
is normally formed with a monolithically placed concrete. Likewise, the roadbed structure
temporarily laid on the upper surface of an underground construction employs a method
in which iron plates are supported by beam members, and the construction site where
trucks and heavy machines frequently come in and out, typically employs a method in
which iron plates are merely laid on a ground surface to form a temporary roadbed.
Problems to be Solved by the Invention
[0006] However, the bridge shown in the above-mentioned Patent Document 1 is a structure
in which the integration is achieved by the steel stocks and the iron reinforcement
concrete placed at the site, and no consideration is given at all to a unit structure
in which the steel stocks are dismantled one by one and re-used.
[0007] Therefore, the conventional technique is not suited as a floor structure of a temporarily
built bridge and the like. At the time of rebuilding, a large scale dismantling operation
and a large amount of dismantling expense are required. Moreover, a great deal of
scrap is produced thereby to impair the environment. In addition, the form assembling
process, the bar arranging process and the concrete placing process are required,
thus resulting in increased construction cost.
[0008] On the other hand, in the above-mentioned roadbed structure, many heavy iron plates
are required to be laid or recovered, a step and a gap are formed between the adjacent
iron plates, and overly walking noises are generated. Thus, the conventional structure
is difficult to say as the original floor structure in view of strength and appearance.
[0009] Moreover, in case a slab is formed by integral placement of concrete in a concrete
building, a complicated form assembling process is required, and much time and labor
is required for installation and removal of many jacks. When it is taken into consideration
of an additional need for concrete curing, etc., the period required for the total
construction process is increased and the total construction cost is increased, too.
[0010] Furthermore, it is customary in a steel frame building that that load is supported
by a joist which is horizontally disposed between a floor plate and a beam member.
However, deflection and creaking are liable to occur. Moreover, much time and labor
is required for constructing a joist, a floor plate and a ceiling plate.
SUMMARY OF THE INVENTION
Object of the Invention
[0011] It is, therefore, an object of the present invention to provide, a bridge floor structure
in a floor plate bridge, a floor structure in a steel frame building, a floor structure
and an iron reinforcement building, a floor structure on an upper surface of an underground
construction, and a floor structure laid on a ground surface, which are capable of
solving the above-mentioned problems.
Means for Solving the Problems
[0012] A floor structure according to the present invention comprises a plurality of steel
stocks arranged in parallel, each steel stock including a web, an upper flange disposed
at an upper end of the web, and a lower flange disposed at a lower end of the web,
a floor surface being formed on the upper flange, the floor structure further comprising
a displacement preventing spacer interposed between the upper flanges and/or lower
flanges of the adjacent steel stocks, the displacement preventing spacer including
a load receiving part which is brought into engagement with the adjacent upper flanges
and/or lower flanges to receive an active load incurred to the individual steel stocks
so as to inhibit the steel stocks from displacing downward.
[0013] As one embodiment thereof, the floor structure further comprises a displacement preventing
spacer, the displacement preventing spacer including a left fitting part fitted between
the upper and lower flanges of the adjacent left side steel stocks, a right fitting
part fitted between the upper and lower flanges of the adjacent right side steel stocks,
an upper interposing part interposed between the upper flanges of the adjacent steel
stocks, and a lower interposing part interposed between the adjacent lower flanges.
[0014] Left side upper and lower step parts formed at an interlocking part between the upper
and lower interposing parts and the left fitting part are engaged with a lower surface
of the upper flange and an upper surface of the lower flange of the left side steel
stock, right side upper and lower step parts formed at an interlocking part between
the upper and lower interposing parts and the right fitting part being engaged with
a lower surface of the upper flange and an upper surface of the lower flange of the
right side steel stock, owing to those engagements, the steel individual stocks being
inhibited from being displaced downward.
[0015] As another embodiment, in the floor structure using the H-shaped steel, the floor
structure further comprises a left displacement preventing block fitted to a space
defined between the upper and lower flanges and the web of the adjacent left side
steel stocks, and a right displacement preventing block fitted to a space defined
between the upper and lower flanges and the web of the adjacent right side steel stocks,
mutually opposing side surfaces of the left and right displacement preventing blocks
being press butted between the adjacent steel stocks, the individual steel stocks
being inhibited from displacing downward due to a surface pressure and a friction
engagement between the press butted surfaces.
[0016] As a further embodiment, in the floor structure using the H-shaped steel, the floor
structure further comprises a left displacement preventing block fitted to a space
defined between the upper and lower flanges and the web of the adjacent left side
steel stocks, and a right displacement preventing block fitted to a space defined
between the upper and lower flanges and the web of the adjacent right side steel stocks,
mutually opposing side surfaces of the left and right displacement preventing blocks
being press butted between the adjacent steel stocks, a mutually engaging concave
and convex part or a step part being formed on the two press butted surfaces, thereby
inhibiting the individual steel stocks from being displaced downward.
[0017] Preferably, the left and right displacement preventing blocks are formed of a wood,
or lightweight cellular concrete or rigid foamed resin.
[0018] The floor structure is effective as displacement means against an active load in
case a floor structure is formed by arranging steel stocks in parallel. The displacement
spacer is preliminarily prepared, and the displacement preventing spacer is fitted
between the steel stocks which are arranged in parallel. By doing so, the individual
steel stocks is effectively prevented from being displaced downward against the active
load.
[0019] Likewise, the preliminarily prepared left and right displacement preventing blocks
are fitted to each steel stock, and two such blocks are merely press butted with each
other while arranging the steel stocks in parallel. By doing so, the vertical displacement
effect can properly be obtained against the active load.
[0020] In any of the above cases, the floor structure can easily be assembled using steel
stocks, and the cost down can be achieved.
[0021] Moreover, in any of the above cases, the floor structure can be made into a unit
structure, and dismantling and re-use are possible.
BRIEF DESCRIPTION OF THE DRAWING
[0022]
FIG. 1 is a sectional view of a floor structure showing a first embodiment using a
displacement preventing spacer.
FIG. 2 is a sectional view of a floor structure showing a second embodiment using
a displacement preventing spacer.
FIG. 3 is a sectional view of a floor structure showing a third embodiment using a
displacement preventing spacer.
FIG. 4 is a sectional view of a floor structure showing a fourth embodiment using
a displacement preventing spacer.
FIG. 5 is a sectional view of a floor structure showing the first embodiment using
a displacement preventing block.
FIG. 6 is a sectional view of a floor structure showing the second embodiment using
a displacement preventing block.
FIG. 7 is a sectional view of a floor structure showing the third embodiment using
a displacement preventing block.
FIG. 8 is a sectional view exemplifying an attachment structure for attaching the
displacement preventing block to the steel stock in the above-mentioned respective
embodiments.
FIG. 9(A) is a sectional view showing an example in which a laminated wood is used
as the displacement preventing block.
FIG. 9(B) is a sectional view showing another example in which a tube member is used
as the displacement preventing block.
FIG. 10(A) is a side view, in the axial direction of a steel stock, of a floor structure
using the above displacement preventing spacer.
FIG. 10(B) is a side view, in the axial direction of a steel stock, of a floor structure
using the above displacement preventing block.
DETAILED DESCRIPTION OF THE EMBODIMENTS
[0023] Embodiments of a floor structure according to the present invention will be described
hereinafter with reference to FIGS. 1 through 10.
[0024] The floor structures shown in FIGS. 1 through 10 show a bridge floor structure in
a floor plate bridge, a floor structure in a steel frame building and an iron reinforcement
concrete building, a floor structure of an upper surface of an underground construction,
and a floor structure laid on a ground surface, in which a plurality of steel stocks
4 each having an upper flange 2 at the upper end of a web 1 and a lower flange 3 at
the lower end are arranged in parallel, and a floor surface is formed on the upper
flange 2.
[0025] The steel stock 4 is obtained by welding the upper flange 2, which bulges out symmetrically
in the left and right direction, to the upper end of the web 1 and welding the lower
flange 3, which bulges out symmetrically in the left and right direction, to the lower
end of the web 1, so that the resultant steel stock 4 exhibits an H-shape. Preferably,
a general purpose H-steel as specified in Japan Industrial Standards is employed as
it is.
[0026] In case the floor structure is a floor plate bridge, the opposite ends of the steel
stock 4 (floor structure), i.e., the opposite ends of the lower flanges 3 are supported
between piers 5 in a suspending manner. In this case, the steel stock 4 constitutes
a main girder.
[0027] In case of a building, the opposite ends of the steel stock 4 (floor structure),
i.e., the opposite ends of the lower flange 3 are supported between vertical walls
in a suspending manner to thereby form a slab of respective hierarchies. In case a
roadbed is formed on a ground surface, the steel stock 4 (floor structure) is laid
on a ground surface through the lower flange 3. Also, the steel stock (floor structure)
is laid on a scaffolding constructed in an underground space through the lower flange
3, and the floor surface is formed on the upper flange 2 in each exemplified case.
[0028] As a common structure shown in FIGS. 1 through 4, in the floor structure, a displacement
spacer 6 is interposed between the upper flanges and/or the lower flanges 3 of the
adjacent steel stocks, a load receiving part 7 of the displacement preventing spacer
6 is brought into engagement with the adjacent upper flanges 2 and/or the adjacent
lower flanges 3 to receive an active load incurred to the individual steel stocks
4 so as to inhibit the individual steel stocks 4 from displacing downward. That is,
the active load incurred to the individual steel stocks 4 is incurred to the adjacent
steel stocks 4 through the displacement preventing spacer 6 such that the load is
incurred to the entirety and dispersed.
[0029] As its first embodiment, as shown in FIGS. 1 and 2, the floor structure further comprises
a displacement preventing spacer 6 interposed between the upper flanges 2 and the
lower flanges 3 of the adjacent steel stocks 4, the displacement preventing spacer
6 includes a left fitting part 8 fitted between the upper and lower flanges 2, 3 of
the adjacent left side steel stocks 4, a right fitting part 9 fitted between the upper
and lower flanges 2, 3 of the adjacent right side steel stocks 4, an upper interposing
part 10 interposed between the upper flanges 2 of the adjacent steel stocks 4, and
a lower interposing part 11 interposed between the adjacent lower flanges 3.
[0030] A left side upper step part 12 formed at an interlocking part between the upper interposing
part 10 and the left fitting part 8 is engaged with a lower surface of the upper flange
2 of the left side steel stock 4 and a left side lower step part 13 formed at an interlocking
part between the upper interposing part 10 and the left fitting part 8 is engaged
with an upper surface of the lower flange 3 of the left side steel stock 4.
[0031] At the same time, a right side upper step part 14 formed at an interlocking part
between the upper interposing part 10 and the right fitting part 9 is engaged with
a lower surface of the upper flange 2 of the right side steel stock 4 and a right
side lower step part 15 formed at an interlocking part between the upper interposing
part 10 and the right fitting part 9 is engaged with an upper surface of the lower
flange 3 of the right side steel stock 4. Owing to those engagements, the individual
steel stocks 4 are inhibited from being displaced downward.
[0032] As a second embodiment, as shown in FIG. 2, the displacement preventing spacer 6
is provided at an upper end of the upper interposing part 10 with an upper engagement
part 18 which is engaged with upper surfaces of the upper flanges 2 of the adjacent
steel stocks 4, and the displacement preventing spacer 6 is provided at a lower end
of the lower interposing part 11 with a lower engagement part 19 which is engaged
with lower surfaces of the lower flanges 3 of the adjacent steel stocks 4.
[0033] That is, the displacement preventing spacer 6 is provided at the left and right of
the upper interposing part 10 with upper engagement grooves 16. The upper flanges
2 of the adjacent steel stocks 4 are brought into engagement with the left and right
upper engagement grooves 16, thereby restraining the upper flanges 2. Thus, the load
receiving part 7 is formed by the pair of upper step parts 12, 14 which define the
left and right upper engagement grooves 16.
[0034] Likewise, the displacement preventing spacer 6 is provided at the left and right
of the lower interposing part 11 with lower engagement grooves 17. The lower flanges
3 of the adjacent steel stocks 4 are brought into engagement with the left and right
lower engagement grooves 17, thereby restraining the lower flanges 3. Thus, the load
receiving part 7 is formed by the pair of upper step parts 13, 15 which define the
left and right lower engagement grooves 17.
[0035] As a third embodiment, as shown in FIG. 3, the displacement preventing spacer 6 is
separated into an upper displacement preventing spacer 6' interposed between the upper
flanges 2 of the adjacent steel stocks 4, and a lower displacement preventing spacer
6" interposed between the lower flanges 3 of the adjacent steel stocks 4 (namely,
the spacer 6 is formed of separate members). The load receiving parts 7 of the respective
displacement preventing spacers 6', 6" are brought into engagement with the adjacent
upper flanges 2 and the adjacent lower flanges 3 to receive the active load incurred
to the individual steel stocks 4, so that the individual steel stocks 4 are inhibited
from displacing downward. That is, the load incurred to the individual steel stocks
4 is incurred to the adjacent steel stocks 4 through the displacement spacers 6',
6" and the load is dispersed to the entirety.
[0036] More specifically, as shown in FIG. 3, upper engagement grooves 16 are formed at
the left and right parts of the upper interposing part 10 of the upper displacement
preventing spacer 6', and the upper flanges 2 of the adjacent steel stocks 4 are brought
into engagement with the engagement grooves 16, respectively. Thus, the load receiving
part 7 is formed by the pair of upper step parts 12, 14 which define the left and
right upper engagement grooves 16.
[0037] That is, the upper engagement parts 18 which define the upper engagement grooves
16 of the upper displacement spacer 6' are brought into engagement with the upper
surfaces of the upper flanges 2 of the adjacent steel stocks 4, and the lower engagement
parts 19 are likewise brought into engagement with the lower surfaces of the upper
flanges 2 of the adjacent steel stocks 4, respectively, and the load receiving part
7 against the active load is formed by the step parts 12, 14 formed at the interlocking
part between the upper engagement part 18 forming the upper engagement groove 16 and
the upper interposing part 10, and the step parts 12, 14 formed at the interlocking
part between the lower engagement part 19 and the upper interposing part 10, so that
the individual steel stocks 4 are inhibited from displacing downward.
[0038] Likewise, upper engagement grooves 17 are formed at the left and right parts of the
lower interposing part 11 of the lower displacement preventing spacer 6", and the
lower flanges 3 of the adjacent steel stocks 4 are brought into engagement with the
engagement grooves 17, respectively. Thus, the load receiving part 7 is formed by
the pair of upper step parts 13, 15 which define the left and right lower engagement
grooves 17.
[0039] That is, the upper engagement parts 18 which define the lower engagement grooves
17 of the lower displacement spacer 6" are brought into engagement with the upper
surfaces of the lower flanges 3 of the adjacent steel stocks 4, and the lower engagement
parts 19 are likewise brought into engagement with the lower surfaces of the lower
flanges 3 of the adjacent steel stocks 4, respectively, and the load receiving part
7 against the active load is formed by the step parts 13, 15 formed at the interlocking
part between the upper engagement part 18 forming the lower engagement groove 17 and
the lower interposing part 11, and the step parts 13, 15 formed at the interlocking
part between the lower engagement part 19 and the lower interposing part 10, so that
the individual steel stocks 4 are inhibited from displacing downward.
[0040] As a fourth embodiment, as shown in FIG. 4, a displacement preventing spacer 6 including
an upper interposing part 10 interposed between the upper flanges 2 of the adjacent
steel stocks 4, and a lower interposing part 11 interposed between the adjacent lower
flanges 3 is interposed between the adjacent steel stocks 4, the displacement preventing
spacer 6 is provided at an upper end thereof with an upper engagement part 18 which
is engaged with the upper surfaces of the upper flanges 2 of the adjacent steel stocks
4, and the displacement preventing spacer 6 is provided at a lower end thereof with
a lower engagement part 19 which is engaged with the lower surfaces of the lower flanges
3 of the adjacent steel stocks. 4.
[0041] Thus, the load receiving part 7 is formed by the step parts 12, 14 which are formed
at the interlocking part between the upper interposing part 10 and the upper engagement
part 18, and the load receiving part 7 is formed by the step parts 13, 15 which are
formed at the interlocking part between the lower interposing part 11 and the lower
engagement part 19.
[0042] Owing to the above arrangement, the active load incurred to the individual steel
stocks 4 is received by the load receiving part 7, so that the individual steel stocks
4 are inhibited from displacing downward. That is, the active load incurred to the
individual steel stocks 4 is incurred to the adjacent steel stocks 4 through the spacer
6, and the load is incurred to the entirety and dispersed.
[0043] As other examples, as shown in FIGS. 5 through 8, In a floor structure using the
H-shaped steel, the floor structure further comprises a left displacement preventing
block 20 fitted to a space defined between the upper and lower flanges 2, 3 and the
web 1 of the adjacent left side steel stocks 4, and a right displacement preventing
block 20 fitted to a space defined between the upper and lower flanges 2, 3 and the
web 1 of the adjacent right side steel stocks 4. That is, each steel stock 4 includes
left and right displacement preventing blocks 20.
[0044] While the steel stocks 4 are arranged in parallel, mutually opposing side surfaces
21 of the left and right displacement preventing blocks 20 are press butted between
the adjacent steel stocks 4, and the individual steel stocks 4 are inhibited from
displacing downward due to a surface pressure and a friction engagement between the
press butted surfaces 21.
[0045] Also, as shown in FIG. 7, in a floor structure using the H-shaped steel, mutually
opposing side surfaces 21 of the left and right displacement preventing blocks 20
are press butted between the adjacent steel stocks 4, and a mutually engaging concave
part 22 and convex part 23 or a step part are formed on the two press butted surfaces
21, thereby inhibiting the individual steel stocks 4 from being displaced downward.
[0046] The left and right displacement preventing blocks 20 are restricted at their upper
surface and lower surface by a lower surface of the upper flange 2 and an upper surface
of the lower flange 3, respectively, and one side surfaces (opposing side surfaces
to the butting surfaces) of the left and right displacement preventing blocks 20 are
restricted by the side surfaces of the web 1, and in that condition, the left and
right displacement preventing blocks 20 are fitted to the left and right sides of
the web 1.
[0047] In the example shown in FIG. 5, left and right displacement preventing blocks 20
all having the same size are employed. The blocks 20 are fitted to a left side space
defined by the upper and lower flanges 2, 3 and the web 1 of each steel stock 4, and
they are also each fitted to a right side space defined by the right side upper and
lower flanges 2, 3 and the web 1 of each steel stock 4.
[0048] In the left and right displacement preventing blocks 20, as shown in FIG. 8, a bolt
24 is allowed to pierce into the left and right displacement preventing blocks 20
and opposite ends of the bolt 24 are tightened by nuts 26 in release holes 25 formed
in opposing side surfaces 21 of the left and right displacement preventing blocks
20, so that the steel stock 4 and the left and right displacement preventing blocks
20 are integrated.
[0049] The steel stocks 4 including the left and right displacement preventing blocks 20
are arranged in parallel, such that the displacement preventing blocks 20 are press
butted with each other.
[0050] In FIG. 5, the displacement preventing blocks 20 having a same size are carried on
the respective steel stocks 4, and the displacement preventing blocks 20 are allowed
to project from the end part of the upper flange 2 or from the end parts of the upper
flange 2 and the lower flange 3 so as to be subjected to the butting engagement.
[0051] On the other hand, in FIG. 6, a displacement preventing block 20 allowed to protrude
from one end part of the upper flange 2 or one ends of the upper flange 2 and the
lower flange 3 are fitted to and carried by the space (first space) formed on the
left side (or right side) of each steel stock 4, and a protruded part of another displacement
preventing block 20, which is adjacent to the above-mentioned block 20, is allowed
to sink in the space (second space) formed of the right side (left side) of the steel
stock 4 so as to be fitted to and carried by the second space.
[0052] Thus, the protruded part of the displacement preventing block 20 of one of the adjacent
steel stocks 4 is fitted to the space of the sink displacement preventing block 20
of the other of adjacent steel stocks 4, i.e., fitted between the upper and lower
flanges 2, 3, while the opposing side surfaces 21 of the two displacement preventing
blocks 20 are butted with each other. This abutting surface 21 may take the form of
a displacement preventing surface under the effect of the press friction engagement
as shown in FIG. 5 or the form of a displacement preventing surface under the effect
of the concave- and- convex engagement as shown in FIG. 7. Also in this displacement
preventing block 20, as shown in FIG. 8, the block 20 is integrated with the steel
stocks through the bolt 24.
[0053] Preferably, the left and right displacement preventing blocks 20 are formed of a
wood, or lightweight cellular concrete or rigid foamed resin, so that the blocks 20
can be reduced in weight.
[0054] In the alternative, as shown in FIG. 9(A), a wood, for example, a spotless wood or
a laminated wood, for example, quadrate wood columns are laminated to form a quadrate
laminated wood member, and the wood members thus obtained are used as the left and
right displacement preventing blocks 20.
[0055] In the alternative, the left and right displacement preventing blocks 20, as shown
in FIG. 9(B), is composed of a metal made tube, for example, a steel tube, a synthetic
resin-made tube, or a concrete-made tube.
[0056] The displacement preventing spacer 6 interposed between the flanges as shown in FIGS.
1 through 4, and the left and right displacement preventing blocks 20 as shown in
FIGS. 5 through 9 are integrally tightened with the respective steel stocks 4 through
a tightening wire rod 27.
[0057] That is, each displacement preventing spacer 6 and the web 1 are provided with a
through-hole 28 which is communicated in the floor width direction (arranging direction
of the steel stocks), and each of the left and right displacement preventing blocks
20 and the web 1 are likewise provided with a through-hole which is communicated in
the floor width direction (arranging direction of the steel stocks). An elongate tightening
wire rod 27 is allowed to thrust in the through-hole 28, and nuts 29 are threadingly
engaged with the opposite ends of the tightening wire rod 27 and tightened, so that
the displacement preventing spacer 6 or the left and right displacement preventing
blocks 20 and the entire steel stocks 4 are integrally tightened.
[0058] The tightening wire rod 27 may be a steel wire or a spotless steel bar.
[0059] Thus, the displacement preventing spacer 6 is press tightened between the upper flanges
2 and/or between the lower flanges 3 of every adjacent steel stocks 4 and intimately
contacted with the end parts of the flanges 2, 3.
[0060] Likewise, the left and right displacement preventing blocks 20 are press tightened
with the left and right side surfaces of the web 1 of every adjacent steel stocks
4 and intimately contacted therewith. At the same time, the opposing side surfaces
21 of the left and right displacement preventing blocks 20 are press butted with each
other.
[0061] As shown in FIG. 10(A), the displacement preventing spacers 6 are spacedly arranged
in the axial direction of the steel stock 4, or continuously arranged in a mutually
intimately contacted manner in the axial direction of the steel stock 4.
[0062] Likewise, as shown in FIG. 10(B), the left and right displacement preventing blocks
20 are spacedly arranged in the axial direction of the steel stock 4, or continuously
arranged in a mutually intimately contacted manner in the axial direction of the steel
stock 4.
[0063] The upper flange 2 and the lower flange 3 of the steel stock 4 used herein may be
of a structure mutually bulged out in equal width or a structure in which the upper
flange 2 is dimensioned short and the lower flange 3 is dimensioned long in width.
[0064] In the above floor structure, the upper surface of the upper flange 2 of the steel
stock 4 is formed directly into a floor surface, or a pavement 30 of concrete or asphalt
or the like is applied to the upper surface of the upper flange 2 and its upper surface
is formed into a floor surface. In the alternative, a floor assembly is constructed
on the upper flange 2 of the floor structure using a joist and a floor plate, thereby
a floor surface is formed on the upper flange 2.
Effect of the Invention
[0065] The present invention is extremely effective as displacement preventing means against
an active load in which a floor structure is formed by arranging steel stocks in parallel.
That is, the steel stocks are arranged in parallel, and the displacement preventing
spacer is fittingly interposed between the steel stocks. By doing so, the individual
steel stocks can effectively be prevented from displacing downward which would otherwise
occur due to active load.
[0066] Likewise, the left and right displacement preventing blocks are preliminarily fitted
to each steel stock, and such two steel blocks are arranged in parallel and merely
press butted with each other. By doing so, the vertical displacement effect against
the active load can properly be obtained.
[0067] Also, in any of the above cases, a floor structure can easily be assembled using
steel stocks, and the cost down can be achieved.
[0068] Moreover, in any of the above cases, the floor structure can be formed into a unit
structure, and dismantling and re-use are possible.