JPH063049B2 - Assembly type structure - Google Patents

Description

TECHNICAL FIELD The present invention relates to an assembled structure used as a parking lot, a warehouse, or the like.

BACKGROUND ART In recent years, assembled decks that are three-dimensionally assembled in two or three stages have become widespread in the shipping of cars and temporary parking lots.

As disclosed in Japanese Utility Model Publication No. 51-1160 and Japanese Utility Model Publication No. 51-7719, this type of assembled deck has a structure in which striations are arranged between adjacent columns in the depth direction. At that time, positioning between the columns is troublesome, and
It is difficult to secure the strength against the shaking of the ship and the earthquake, and furthermore, the movement of the car on the deck is restricted due to the misalignment.

In particular, since the columns that are vertically joined by the column receivers are used, it is difficult to use a deck structure that can sufficiently support the load when the ship shakes or an earthquake occurs. In order to secure sufficient strength, the deck structure is complicated and the columns are excessively enlarged.

Objects and problems of the invention The object and problems of the present invention are to absorb vibrations such as ship shakes and earthquakes by avoiding excessive enlargement of pillars and complication of structures, and strength against ship shakes and earthquakes. And supports the load sufficiently even in the case of a ship shake or an earthquake, and makes it easy to position the support pillars during installation, and makes installation and removal work safe and speedy. ,
Makes it easy to assemble in two or three tiers as needed, makes it easy to move cars or carry luggage on the floor, and makes it available for parking decks, hangars, parking lots, warehouses, etc. The purpose is to provide an assembled structure.

SUMMARY OF THE INVENTION FOR OBJECTS AND PROBLEMS Content of Claimed Invention In relation to the above objects and problems, the assembly-type structure of the present invention has at least a pair of stanchion supports projecting from the upper surface at appropriate intervals. And a large number of stanchion bases that are arranged at appropriate intervals in the frontage direction and the depth direction at the installation location, and a large number of stanchion bases that are detachably connected at their lower ends to the stanchion support. A stanchion, a number of main beams removably connected between the stanchions arranged on the stanchion bases that are adjacent to each other in the front direction, and a main beam that is fitted on the outside of the upper part of the stanchions. Welded to the outer surface of the upper part, and its numerous stanchions and main beams At this time, a number of short reinforcing sleeves for fixedly connecting the lower end of the knee brace arranged between the stanchion and the main beam connected to the stanchion, and an appropriate gap in the front direction. And a number of cross beams removably disposed between the main beams in the depth direction, and an upper floor detachably disposed on the cross beams, and adjacent in the depth direction. It comprises a number of stanchion span rods that are removably connected between the lower ends of the stanchions located on the stanchion base, with its short reinforcing sleeve passing through its knee-slave to its main・ Disperses the vibration transmitted from the beam side to the stanchion, and absorbs and relaxes a part of the vibration. Reinforce the stanchion, and the stanchion span rod acts as a bulge in the depth direction between the stanchions to secure the strength against shaking and earthquake of the ship, and
The stanchion span rod is where the positioning of the stanchion is simplified and the task of straining between the stanchions is facilitated.

Description of Specific Examples Hereinafter, specific examples of the assembled structure according to the present invention will be described with reference to the drawings.

1 to 3 show Embodiment 10 of the assembled structure of the present invention embodied in an assembled parking lot.

The assembly-type parking lot 10 has a large number of stanchion bases 11 arranged at appropriate intervals in a frontage direction and a depth direction at an installation location 40, and a large number of stanchions 1 assembled and supported on the stanchion base 11.
2 and a plurality of main beams 13 that are detachably connected between the stanchions 12 arranged on the stanchion bases 11 that are adjacent to each other in the front direction.
And a number of short reinforcing sleeves 23 fitted to the upper portions of the stanchions 12 and welded to the outer peripheral surface of the upper portions, and at appropriate intervals in the front direction, and in the depth direction thereof. , A plurality of cross beams 14 removably disposed between the main beams 13, an upper floor 15 removably disposed on the cross beams 14, and the stanchions adjacent to each other in the depth direction. A large number of stanchion span rods 16 that are detachably connected between the lower ends of the stanchions 12 arranged on the base 11, and a pair of braces 17 that are respectively stretched between the stanchions 12 that are adjacent in the depth direction. And a number of gutters 18 and a number of down pipes connected to the ends of the gutters 18 (see Assembled include without) and.

The stanchion base 11 is composed of a rectangular plate obtained by cutting a thick steel plate into a predetermined size, and is provided with a pair of stanchion supports 20 and brackets 21 protruding at appropriate intervals on the upper surface. Bolt holes (not shown) are drilled at appropriate intervals.

The stanchion support 20 is made of a short pipe obtained by cutting a steel pipe into a predetermined length, and is welded to the upper surface of the stanchion base 11. The bracket 21 is formed of a substantially inverted trapezoidal plate obtained by cutting a thick steel plate into a predetermined size, and has bolt holes 22 on both sides.

In the stanchion base 11 thus configured, the lower ends of the pair of stanchions 12 can be fixed to the installation place 40, and the pair of stanchion bases 11 can be fixed.
If the bolts and nuts are tightened back to back, the pair of stanchion bases 11, 11
The stanchions 12 can be joined in the vertical direction, and a multi-story structure can be easily assembled.

The stanchion 12 uses a steel pipe that is cut to length and has its reinforcing sleeve outside the upper portion where the lower end of the knee brace 19 is secured to resist lateral forces and prevent deformation. A reinforcing structure in which the reinforcing sleeve 23 is fitted and the reinforcing sleeve 23 is welded to the outer peripheral surface of the upper portion thereof is adopted.

And, there, a short steel sleeve is used as the reinforcing sleeve 23, and the large number of stanchions 1
2 is fitted on the outside of the upper part of the upper part and welded to the outer peripheral surface of the upper part of the upper part of the stanchion 1.
2 and its main stanchion 12 in the main beam 13 and its main
The knee brace 19 placed between the beam 13
The lower end of is fixedly connected. Specifically, the short reinforcing sleeve 23 welds the bracket 24 at a predetermined position and connects the lower end of the knee brace 19 to the bracket 24.

The short reinforcing sleeve 23, which is thus fitted on the outside of the upper portion of the stanchion 12 and welded to the outer peripheral surface of the upper portion, is
The load and vibration transmitted from the main beam 13 to the stanchion 12 via the brace 19 are dispersed, and a part of the load and vibration is absorbed and relaxed. As a result, the stanchion 12 is reinforced with the short reinforcing sleeve 23.

Further, the stanchion 12 has a proper distance above the steel sleeve 23 and a steel ring 25 is fitted to the upper end side of the steel ring 23.
5 is welded to the outer peripheral surface on the upper end side of the main beam 1 so that the end of the main beam 13 is placed thereon.
3 can be connected.

The main beam 13 is made of a rectangular steel pipe cut into a predetermined length, and steel connecting sleeves 26 are welded to both ends thereof. Of course, the length of the main beam 13 is adjusted to the distance between the stanchions in the front direction, and the connecting sleeve 26 is fitted on the upper end portion of the stanchion 12 and placed on the steel ring 25. The stanchion bases 11 that are adjacent to each other in the width direction
The main beam 12 is removably connectable between the stanchions 11 located in the.

Further, the main beam 13 has brackets 27, 27 welded to both ends thereof, so that the knee brace 1
The upper end of 9 can be connected.

The cross beam 14 is made of a rectangular steel pipe cut to a predetermined length, and has joint cutouts (not shown) formed at intervals corresponding to the span of the main beam 13 in the depth direction. Therefore, the main beam 13 is fitted into the joint notch so that it can be installed between the main beams 13.

The upper floor 15 is, as shown in FIG. 1, in the direction of the frontage, and the pair of stanchions 12, 12 is formed.
At a predetermined interval on the row in the depth direction of the
As shown in the figure, a large number of floor blocks 28 arranged in a lap joint in the depth direction and the floor blocks 28
It is composed of a large number of sub-floor panels 33 arranged in abutting relation in the depth direction at intervals of the blocks 28.

The floor block 28 has a frame 29 and a floor
It is assembled with the panel 30 and its frame 29 is
Welded to the framework from a suitable number of square steel pipes cut to length.

Further, the floor panel 30 is made by bending a steel plate with a press machine, and at each of the three sides of the steel plate, a side edge portion of the steel plate is bent to form a panel joint opened on the upper surface of the steel plate.・ Channel 31
A panel joint in which the side edge portion of the steel plate is bent to the lower surface of the steel plate on the remaining one side of the steel plate.
It is composed of a flange 32.

Frame 29 and floor panel 3 having such a structure
A number of floor blocks 28 assembled from 0 and arranged on the cross beam 14 of the floor block 30 of one floor block 28 of the panel joint 30 of the floor panel 30 of one floor block 28 adjacent to each other.
The channel joint 31 is fitted with the panel joint flange 32 of the floor panel 30 of the other floor block 28 so that the rainwater can be collected in the panel joint channel 31. Of course, the rainwater flows from the panel joint channel 31 to the ground through the gutter 18 and the down pipe.

The sub-floor panel 33 is formed by bending a longitudinally-cut side edge portion of a strip of steel plate into a lower surface with a press machine. 30 panels
Fitted to the joint channel 31 and spliced between the floor blocks 28, 28, the upper floor 1
5 can be finished flat.

The stanchion span rod 16 is made of steel, cut to length, as can be seen from FIG.
Both ends of the pipe are crushed into a plate shape, and the structure is provided with eye ends 35 and 35 in which bolt holes 36 are respectively drilled, and at the same time determines the interval of the stanchions 12 in the depth direction, The stanchion 12 can be firmly connected to each other. Of course, the stanchion span rod 16 is fitted with the bolt holes 22 of the bracket 21 of the adjacent stanchion base 11 with the bolt holes 36 of the eye ends 35, 35, and is tightened by bolt-nut means.
The stanchion 12 and the stanchion 12 are firmly connected to each other.

Therefore, in this assembling type parking lot 10 in which the stanchion span rod 16 is used, it becomes a sturdy assembling structure, the assembling work becomes very easy, and the work efficiency thereof is improved.

The brace 17 has a hook at one end and a brace rod 37, 38 threaded at the other end and a turn rod connected to the threaded portion of the brace rod 37, 38.
As shown in FIG. 2, the buckle 39 is stretched between the brackets 21 of the stanchion base 11 to which the stanchions 12 adjacent to each other are fitted.

The gutter 18 is disposed below the panel joint channels 31, 31 of the sub-floor panel 33 and the floor panel 30, extends in the depth direction thereof, and is disposed above the stanchion 12. .

Also, this gutter 18 has its down pipe connected to the end portion thereof in order to flow rainwater to the ground.

Next, a description will be given of the assembling work of the assembling type parking lot 10 having the above-mentioned configuration. First, at the installation location 40, a large number of stanchion bases 11 are arranged at appropriate intervals in the width direction and the depth direction. As shown in the figure, adjacent stanchion bases 11 in the depth direction
Stanchion span rod 1 between brackets 21
Both ends of 6 are temporarily connected by bolt-nut means.

Next, the stance of the stanchion base 11
The lower ends of the stanchions 12 and 12 are inserted into the supports 20 and 20, and the pair of stanchions 12 and 12 is attached to the stanchion base 11.

Thus, while the pair of stanchions 12 and 12 are set up on the stanchion base 11, the stanchion bases 11 and 11 that are adjacent to each other in the frontage direction.
The stanchions 12, 12 of the connecting sleeve 26,
26, and the connecting sleeves 26, 26 of the stanchions 12, 12 of the steel ring 25,
25, and the main beam 13 is installed between the stanchions 12 and 12.

If the main beam 13 has been installed in such a manner, the stanchion support 11 is fitted on the upper ends of the pair of stanchions 12 and 12 on the stanchion base 11 while the stanchion supports 20 and 20 are fitted. The stanchion base 11 is assembled between the pair of stanchions 12, 12 connecting the main beams 13 and 13 by fitting the main beams 13 and 13 onto the connecting sleeves 26 and 26.

Also, as described above, the lower end of the stanchion 12 is attached to the stanchion base 11, and the main beam 13 is
Between the upper ends of the stanchions 12 and 12, and the stanchion base 11 with a pair of stanchions 12, 1
Assembling the cross beams 14 at appropriate intervals in the front direction while assembling them between the upper ends of the two, and fitting the joint notch to the main beam 13 in the depth direction, Install between 13

As such, a large number of cross beams 14
If it has been installed between the beams 13, in the direction of the frontage, as shown in FIG.
The knee brace 19 with a turn buckle is tentatively assembled between the main beam 13 and the main beam 13, and also in the depth direction, as shown in FIG. The braces 17, 17 are temporarily assembled between the bracket 21 of the lower stanchion base 11 and the bracket 21 of the upper stanchion base 11, and further, in the pair of stanchions 12, 12, the stanchion of the lower end is formed.
A tension rod (not shown) with a turn buckle is temporarily assembled between the bracket 21 of the base 11 and the bracket 21 of the upper stanchion base 11.

Then, as can be understood from FIGS. 1 and 2, the gutter 18 is extended in the depth direction, and the gutter 18 is arranged between the upper ends of the pair of stanchions 12 and 12 above the stanchion base 11 and the stanchion is formed. -Temporarily fix to the base 11 and connect the down pipes to both ends of the gutter 18. Of course, the down pipe is stopped along the stanchion 12 along the stanchion 12.

If so many gutters 18 have been placed,
In the front direction, that is, between the gutters 18,
The floor panel 30 of the floor block 28 adjacent to the panel joint channel 31 of the floor panel 30 of the floor block 28 in its depth direction.
While fitting the panel joint flanges 32 of, the multiple floor blocks 28 are successively spliced together,
They are arranged on the cross beam 14.

Next, as shown in FIG. 1, on the gutter 18, the floor panel 30 of the floor block 28 with the plurality of sub-floor panels 33 facing each other.
While passing it to the panel joint channel 31 of
Arrange them side by side in the depth direction.

After that, the stanchion span rod 16,
The assembly work is completed by tightening the braces 17, knee braces 19, tension rods, gutters 18, and the like.

In this parking lot 10 in which the above-described assembly structure is adopted, the stanchion 12 bears the load on the upper floor 15 at the time of an earthquake and, at the same time, the upper floor 15 side transmitted via the knee brace 19 is transmitted. Load and vibration are dispersed by the reinforcing sleeve 23, a part of the load and vibration are absorbed and relaxed by the reinforcing sleeve 23, the strength of the pillar is reinforced, and the pillar is prevented from becoming excessively large. At the same time, since the stanchion span rod 16 acts as a bulge in the depth direction between the stanchions 12, complication as a structure is avoided and strength as a structure is secured. The parking lot 10 is less likely to be collapsed.

Further, as can be understood from the above-mentioned assembly work, in the parking lot 10, since the stanchion span rod 16 is used, positioning of the stanchion base 11 is very easy, and in particular, The anchor means of the stanchion base 11 can be simplified or omitted, and the work efficiency of assembly is improved.

As will be apparent from the specific embodiments of the present invention described above with reference to the drawings, those having ordinary skill in the art to which the present invention pertains,
The subject matter of this invention is its nature and nature.
It is easily embodied in other manners that are derived from (substance) and are objectively accepted as having them incorporated. Of course, the contents of the present invention are essential to the establishment of the invention in accordance with the problems of the invention.

Convenience and Benefits of the Invention As will be understood from the above, the assembled structure of the present invention has at least a pair of stanchion supports projecting from the upper surface at appropriate intervals, and at the installation site, the front direction and the depth direction. A plurality of stanchion bases arranged at appropriate intervals in the direction, and a plurality of stanchions whose lower end is detachably connected to the stanchion support and supported by the stanchion base, and a plurality of stanchions that are adjacent to each other in the front direction. A number of main beams removably connected between the stanchions arranged on the stanchion base, and a plurality of stanchions fitted on the outside of the upper part of the stanchions and welded to the outer peripheral surface of the upper part, and In its numerous stanchions and main beams that stanchion and its star A number of short reinforcing sleeves that fixedly connect the lower end of the knee brace that is placed between the main beam and the main beam, and are appropriately spaced in the direction of the frontage, and their depth. A number of cross beams that are removably arranged between the main beams in the direction, upper floors that are removably arranged on the cross beams, and the stanchion bases that are adjacent to each other in the depth direction. The assembled structure of the present invention includes a number of stanchion span rods that are removably connected between the lower ends of the stanchions that are positioned so that the upper floor side of the upper floor that travels through the knee brace. Load and vibration are distributed in the reinforcing sleeve, and a part of the load and vibration is absorbed and relaxed in the reinforcing sleeve, Of the stanchion is reinforced to prevent the stanchion from becoming excessively large, and along with this, the stanchion span rod acts as a bulge in the depth direction to prevent the structure from becoming complicated. Therefore, the strength of the structure is ensured, and in particular, the strength against the shaking of the ship and the earthquake is ensured, and the load is sufficiently supported even in the case of the shaking and the earthquake of the ship to prevent the collapse, and the structure is installed at the installation location. The positioning of its numerous stanchions is greatly simplified, and the anchoring means for that stanchion are simplified or omitted, making installation and removal work safe and quick, and Depending on the, it becomes very easy to stack in two or three stages and assemble three-dimensionally, and it becomes possible to move cars and carry luggage on the floor, As a result, the parking deck, hangars, parking, and widely made available, such as in a warehouse.

[Brief description of drawings]

FIG. 1 is a partial front view of an assembled structure of the present invention embodied in an assembled parking lot viewed from a frontage direction, and FIG. 2 is a first view.
Partial cross-sectional view taken along line 2-2 of the figure, and the third
The drawing is a front view of a stanchion span rod used in the assembled parking lot shown in FIG. 11 ... stanchion base, 12 ... stanchion, 1
3 ... main beam, 14 ... cross beam, 15 ... upper floor, 16 ... stanchion span rod, 40
… Installation location.

Claims (1)

[Claims] 1. A plurality of stanchion bases having at least a pair of stanchion supports projecting from the upper surface at appropriate intervals, and arranged at appropriate intervals in the front direction and the depth direction, and a lower end. Is removably connected to the stanchion support and is removably connected between the stanchions disposed on the stanchion bases that are adjacent to each other in the front direction and are supported by the stanchion base. A large number of main beams and a large number of stanchions are fitted on the outside of the upper part and welded to the outer peripheral surface of the upper part, and are connected to the stanchions and the stanchions on the large number of stanchions and main beams. Between the main beam and A number of short stiffening sleeves that fixedly connect the lower end of the knee brace and a number of releasably arranged in the depth direction and between the main beams in the depth direction. A cross beam, an upper floor detachably arranged on the cross beam, and a lower end side of the stanchions arranged on the stanchion bases adjacent to each other in the depth direction are detachably connected. Assembled structure containing multiple stanchion span rods.