JPS5851098B2 - construct - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION According to the present invention, a plurality of wall panels each having a beam at the top or bottom and one pillar are arranged facing each other at a predetermined interval so that the pillars do not overlap. The present invention relates to a structure characterized in that the wall panels are erected and connected on both sides in the column direction, and a beam or a floor is provided between the wall panels on both sides.

The attached drawing, Figure 1, is the product name SL section steel, and the product name is as shown in Figure 2.
It can be molded into the shape shown in 2.3.4.5, and there is also one in which the web part is reinforced by forming random irregularities on the net-like part.

SL shape steel is made by using roll forming and expanded banding, but in the present invention, not only SL shape steel but also simply expanded shape to form a net-like part are made into the shapes 1 to 5. Molded metal folded plates and simple metal folded plates without a mesh can also be used.

3 and 6 show a structure in which continuous mountain-shaped folded metal plates such as 5 are molded and combined into a tubular shape, and FIG. 4 shows a structure in which metal tubes 8 and 7 are fixed to the inside and outside of the plate.

In this case, it is not necessarily necessary to fix the joint portions of the metal folded plates 6.

Note that the metal tubular object may be a steel pipe cut into rounds and fixed with gaps, or a continuous steel pipe may be used.

It is also possible to use one with a net-like part formed thereon.

In addition, the metal folded plate 6 is not a series of chevrons, as shown in Fig. 2.
It is also possible to arrange and fix a shape like 4 to 4 between the two layers of metal tubular material.

Also, metal tubular objects can be replaced with spiral reinforcing bars.
The metal tubular member 7 can also be used without the metal tubular member 8.

Figures 5 to 12 are based on the concept in Figure 4, and 9, 11 to 13, 16 to 18, 21, 23 are metal folded plates, 10, 14, 15, 19, 20, 24, 25・27
・27' is a metal tube.

Further, 22 is a flat metal plate, and 26 is an H-shaped steel.

Figures 3 to 9 are mainly used as pillar materials, and Figures 10 to 9 are mainly used as pillar materials.
Figure 12 can be used not only as a column material but also as a beam material.

In addition, in FIG. 10, it is also possible to provide a fixed stack of the metal folded plates 21 and 22 completely within the metal folded plates 23, 23.
It may also be installed at a suitable location as shown in the figure.

Further, FIG. 12 27' shows the case where the metal folded plate 27 is symmetrically arranged and fixed.

The above-mentioned materials are so good that they can be used as pillars and beams, as well as concrete 4 as shown in Figures 17 and 18.
4, it is possible to make strong and tenacious reinforced concrete, and since the three-dimensional truss-like structure made of metal folded plates and metal tubes has great strength, lightweight concrete, aerated concrete, etc. can be used. It is possible to make lightweight and high-strength frame materials, and it is also possible to make laminates with the inside made of lightweight concrete and the outside made of general concrete or cement-metal fiber composite material.

Further, the structures shown in FIGS. 3 to 12 have the advantage that reinforcing bars can be easily installed at the joints of members such as columns and beams.

Fig. 19 shows an example of a structure using the above-mentioned steel-framed concrete. 47 is a structure, 45 is a wall panel without an opening, 46 is a wall panel with a window, and 48 is an upper part of the wall panel. installed beam.

49 is a column provided only on one side of the wall panel, 50 is a beam that is connected to the column, and 47 is a beam-like object that is connected to the lower foundation or wall panel.

20 and 21 show two examples of column connections of such structures, and 54 in FIG. 20 is the metal folded plate 5 at the bottom of the upper column.
5 a connecting metal tube fixed to the outer periphery, 53 a connecting metal tube fixed to the inside thereof, 52 a connecting metal tube fixed to the inside of the folded metal plate at the upper part of the lower branch, 52' fixed to the outside thereof. The upper and lower connecting metal tubes are provided with a hole through which a connecting rod is inserted, and the upper and lower connecting metal tubes are fitted together, and a connecting rod 51 is passed through the upper and lower connecting metal tubes from the outside to connect them. do.

Alternatively, a grout injection hole may be provided at the bottom of the upper column and grout may be injected into the metal tube.

56 is a metal tube, and 57 and 58 are spiral reinforcing bars.

Figure 21 also shows the spiral tube 6 fixed to the inside of the folded metal plate at the bottom of the upper column.
0 and a screw tube 62 fixed to the inner side of the upper metal folded plate of the lower column are screwed together with a connecting screw tube 61, which may be welded 59 as shown in the figure.

The structure shown in FIG. 19 may use steel frames, reinforced concrete, etc. for columns and beams, and may use concrete block ALC plates, perforated extrusion plates, spancrete, etc. for walls.

In addition, the walls and pillars are made of cement-metal fiber composite material,
It is also possible to form a hollow columnar part, provide a steel column therein, and fill it with air bubbles or fibers such as Shirasu balloons bound with an inorganic binder such as water glass.

Figure 13 shows one example of a panel used for walls and floors;
8 is a metal plate, 29 is a metal plate stretched on both the top and bottom sides.
Board materials such as lath sheets, asbestos slate boards, plywood, etc., and 30 are hydraulic hardening raw material composites provided on the outside (cement, gypsum, etc., sand, metal fibers, silicon carbide fibers, alkali-resistant glass fibers, alkali-resistant shirasu fibers) , a mixture of foam particles such as whitebait balloons and foamed plastic balls),
31 is an insulation material.

Insulation materials may be made by laminating and fixing foamed plastic and net, or by heating and foaming a mixture of foamed styrene beads, inorganic binder such as water glass or phosphoric acid, and metal fiber or metal powder. Furthermore, materials that react with an inorganic binder by mixing them with a substance that reacts with the inorganic binder under heating, or reacting with carbon dioxide gas etc. to make them poorly water-soluble, or binders made of Styrofoam balls and metal fibers or metal powder. Consolidated metal-foam-plastic sound-insulating composites can be used.

Figure 14 shows the joints of the panels, 32 is the panel, 33
34 is caulking material or an elastic waterproof string-like material that is inserted with an adhesive layer or an adhesive layer provided in the recess, 34 is mortar,
35 is an adhesive or adhesive layer, and 36 is an indirect locking cover material.

The indirect locking part at the tip of the guide bar material is not necessarily required.

The panel joints can be finished flat by cutting the cover material 36 to the dotted line as shown in the figure, or by grinding it with a grinder, etc., regardless of the gap error at the panel joints.

Moreover, FIG. 15 shows one example of the panel, 37 is a metal folded plate, 38
39 is an indirect locking connection material, and 40 is grout.

Such a panel can also be manufactured by extrusion molding using the hydraulic curing raw material composite material as shown in FIG.

41 is a panel, 43 is grout, and 42 is an indirect locking material.

Incidentally, something like the one shown in FIG. 5 can also be made by spirally winding the folded metal plate 6 and the metal plate and fixing them together.

Moreover, the panels shown in FIGS. 13, 15, and 16 can be used as soundproof boards by providing holes in the continuous layers or incorporating sound absorbing material.

The structure shown in Fig. 19 can be constructed by arranging wall panels as shown in Fig. 22, where A-E-G-H have protrusions formed in the plane cross section, and F indicates the protrusions. is not formed.

Figure 23 1 shows two examples of planar cross sections of buildings, where ■ is a column, and C'
and D' are wall panels in contrast to C and D, and J is a wall panel similar to F.

Fig. 24 1 shows the basic type of wall panel A and its variations, K', K〃, and K'' are each provided with a beam receiving part, and L-M is a part of the slab. It has been established that

Note that L and M can also be changed as follows.

Naori-G can also be changed in accordance with A.

Figures 24-27 are longitudinal sectional views of four examples of buildings;
O is the wall panel, P is the beam, Q is the foundation, and N is the slab.

Slabs may be cast in place or panels may be used.

Note that the wall panel O may be provided with a protrusion constituting a veranda eaves parapet or the like on the planar cross section.

28 and 29 show two examples of joints between wall panels and slabs, R is a box-like object whose one end is mounted and connected to the upper protrusion of the wall panel O, and the box-like object The upper part is open and a protrusion that also serves as a beam is provided in the vertical or horizontal direction, and a hole T can be provided in the protrusion for a wiring pipe or the like and for weight reduction.

When a floor material is provided on top of this, the bottom surface of the box-like object R forms a ceiling, and the space U becomes a curtain rail box and a wiring pipe groove.

Note that the box-like object can be provided with an insulation material S for sound insulation, heat insulation, etc., and can also be used as a storage box.

FIG. 30 shows an example of a beam having a T-shaped cross section and consisting of a slab portion 64, a beam portion 66, and a small beam portion 65.

Also, Figures 31 and 32 show two examples of roof slab connections,
In the figure, numerals 68 and 68' are extrusion-molded perforated panels made of a hydraulic curing composite material.

Further, 69 is a joint cover, and 70 and 71 are bolts for joining the lower beams, etc.

FIG. 33 shows the connection of the wall panels 76 and 77 and the beam 75, each of which has a steel frame as shown in FIG.
is composed of an L-shaped metal plate 72 and a protruding connecting rod 73, and is provided with a grout injection hole 89 and holes.

As shown in Figures 36 and 37, the steel frame inner metal tube 8T of the column part
The wall panels can be connected using buried metal pipes 86 and 88.

Note that 83 is a connecting rod that passes through the metal tube and the connecting rod 73;
84 is an L-shaped metal plate that connects the metal tube 86 embedded in the beam of the wall panel and the metal tube 86 embedded in the wall panel, and 84 is the L-shaped metal plate that connects the metal tube 86 buried in the beam of the wall panel. Combine using bold.

Note that when an indirect locking portion is provided at the top of the connecting rod 73 as shown in FIG. 36, and an indirect locking protrusion is also provided inside the end of the metal tube.

The connecting rod 83 is not absolutely necessary.

In addition, the indirect locking protrusion on the top of the connecting rod 73 is rotatable, and the indirect locking inward protrusion inside the end of the metal tube is provided with a notch to facilitate insertion of the connecting rod into the pipe. can.

Alternatively, a lid may be provided in the middle of the metal tube, a grout injection hole may be provided in the metal tube, and grout may be injected only into the joint portion.

To provide a lid in the middle of a metal tube, an inner tube with a U-shaped cross section can be inserted and secured.

In this case, the inside of the metal pipe can also be used as a wiring pipe.

In addition, if the outer surface of the connecting rod 73 and the metal tube are provided with irregularities at random as shown in FIGS. 41 and 42, or if a material with irregularities such as a spiral pipe is used, an indirect fastener is not necessarily necessary. .

Note that randomly providing unevenness on a metal tube increases the strength of the metal tube, and this forming method can be manufactured by bending a metal plate provided with random unevenness into a tubular shape and welding the joints.

Alternatively, grooves may be provided and pressed to form unevenness.

In addition, as shown in Fig. 38, a metal pipe with a convex portion on its outer surface has a lath mesh, reinforcing bar mesh, expanded metal, SL shaped steel, metal pipe, etc. 90 fixed to the top of the pipe to ensure good adhesion to concrete. It is possible to produce high-strength metal pipes.

Also, when pouring concrete or fireproof material between two layers, a composite pipe with excellent strength and fire resistance is obtained.

In this case, the concrete may be mixed with air bubbles such as metal fibers or glass balloons, and the inner and outer layer pipes do not necessarily need to be welded.

Also, as shown in Figs. 39 and 40, an inner cylinder 92 or 93 with a lid on one or both sides of the cylinder is inserted into the metal tube 91, or the joint is fixed by wrapping it with a metal plate. Alternatively, bamboo tubes with knots may be used.

Note that grout such as concrete may be injected into the metal pipe to fix the joint, or reinforcing bars may be placed inside and injected.

Further, the connecting rod 73 may be a metal tube.

Further, a perforated plate may be used for the wall portion of the wall panel, and expanded metal may be provided instead of reinforcing steel.

Further, expanded metal or lattice strips may be provided on both sides of the metal tube-like object outside the metal tube 87 and the metal tube 88 to form a continuous column.

Further, FIG. 35 82 shows a perforated panel with a horizontal lower surface and a sloped upper surface used for a roof slab, and as shown in FIG. Make it so that it can be moved up and down, and then insert the hollow mold 78
It can be easily manufactured by providing a slope in the vertical cross section of the cross section so that it can be moved from side to side, and extrusion molding by interlocking the slopes.

Note that 79 is a raw material. Also, FIG. 41 shows a beam 97 and a pillar part 98 of a column or wall panel using the connector 94 of FIG. 42.
An example of connection 99 is shown, in which 95 is a pipe welded to the bottom plate of the connection plate 96 and has a threaded portion at its tip, 105 is a grout inlet, and 100 is a nut.

Note that the coupling plate 96 is attached to a column or a column portion using bold welding or the like.

Moreover, FIGS. 43 to 46 and 48 show one example of a most suitable structure, with FIG. 43 being a plan sectional view, FIG. 44 being a longitudinal sectional view, and FIG. 45 being a perspective view of two wall panels. Figure, No. 46
Figure 101 shows a box-shaped horizontal panel with a beam on one side only, a small beam in the middle, and a ceiling section at the bottom.
FIG. 8 is a longitudinal cross-sectional view showing a joint between a wall panel and a beam.

In the figure, 106 is an L-shaped parapet panel, 104 is a roof panel, and 103 is a floor panel.

It is also possible to provide a waterproof layer on the roof panel and perform waterproofing work only on the joints.

In addition, a decorative layer such as a carpet may be provided on the floor panel (or a lid or door may be provided using hinges, etc.).

Also, in Fig. 47 102, beams are provided on both sides, and the beams are assembled by connecting them to the pillars of the wall panel and connecting the adjacent beams with bolds, etc., and the beams are made of channel steel or channel steel. SL shape steel etc. are used.

Further, the horizontal panel 101 may be provided with small beams or a ceiling portion on both sides thereof and connected to the wall panel in a staggered manner.

In addition, the wall panel may be provided with pillars on the side or in the middle of the wall, and a beam may be connected to the upper or lower part of the wall. A beam portion may be provided at the upper or lower portion of the beam.

The parapet panel may be shifted to the outside of the wall and formed into a boxlock or a --shape.

Further, rain gutters, roof drains, etc. may be formed or provided thereon.

Also, it is convenient to use a perforated roof panel as shown in Fig. 35 for the roof panel, and Figs. 49 to 53 show five examples of roof panel joints, where 107 is a caulking agent, 108 is a gutter, and 109 is a roof panel. and 111 is a connecting rod such as a bold or nail, 110
is a waterproof elastic base.

A roof panel having such a shape may have parallel upper and lower surfaces, or may have a sloped upper surface.

Note that these roof panels can be easily made by extrusion molding, and it is also possible to cover the top with a plastic or rubber waterproof layer, or a waterproof layer with plastic such as acrylic on the surface of an aluminum sheet. .

Furthermore, these waterproof layers may be laminated and stretched at the same time during extrusion molding.

Further, as the waterproof layer, a metal plate treated with anti-corrosion treatment may be used.

The roof panel can also be used in general construction by providing a T-shaped locking groove or the like on the lower surface and locking and connecting it to the main building or rim using connecting fittings.

In addition, in the present invention, a horizontal panel may be bridged over the pillars or wall panels on both the left and right sides, or a unit-like structure in which the floor is further bridged may be arranged and combined, and the panels may be provided at intervals on the left and right. A horizontal panel or a floor may be provided between the two unit shapes to form a structure, and the unit shape on the negative side may have a moon-shaped longitudinal section.

The present invention has been described in detail above, and the term "column" in the text is the same as a column, the term "beam" is the same as a beam, the term "box-like object" and a horizontal panel is the same as a "plate-like beam", and the term "slab" is the same as a floor.

The structure of the present invention is constructed as described above, and since the wall panels are arranged so that the columns do not overlap, there is no waste and is economical, and since the beams are provided, openings can be made freely in the direction of the columns. It has the effect that it can be installed in houses, shops,
It can be used for a wide range of purposes such as condominiums.

[Brief explanation of drawings]

The accompanying drawings show an embodiment of the present invention, in which Fig. 1 is a front view and a side sectional view, Fig. 2 is a side sectional view, Figs. 3 to 18 are a plan view, and Fig. 19 is a perspective view. Figures 20 and 21 are side sectional views, Figures 22 and 23 are plan sectional views, Figure 24 is a perspective view, Figures 24 to 29 are side sectional views, and Figure 24 is a side sectional view. Figure -0 is a perspective view, Figures 31 and 32 are longitudinal sectional views, Figure 33 is a perspective view, Figure 34 is a side sectional view,
FIG. 35 is a perspective view, FIGS. 36 and 37 are longitudinal sectional views,
Figures 38 to 41 are longitudinal sectional views, Figure 42 is a perspective view, Figure 43 is a plan sectional view, Figure 44 is a longitudinal sectional view, and Figures 45 to 41.
FIG. 47 is a perspective view, and FIGS. 48 to 53 are longitudinal sectional views.

Claims (1)

[Claims] 1.Multiple wall panels each having a beam at the top or bottom and one pillar are erected and connected on both sides in the girder direction so that the pillars do not overlap and face each other at a predetermined interval. A structure characterized in that a beam or a floor is provided between the wall panels on both sides.