JP3030004U - Connection and reinforcement hardware - Google Patents

Abstract

(57) 【Abstract】 PROBLEM TO BE SOLVED: To easily and firmly connect a frame member and a wall panel while avoiding a loss of a cross section of the frame member, and to be strong against an external force such as an earthquake or snow. (EN) Provided are a connecting and reinforcing metal member that can realize a wooden house composed of a frame and a wall panel. SOLUTION: A member receiving plate is provided between beams 6 and 7 and a gas hut beam 8 to connect and reinforce them, and a front surface and a back surface contact the beams 6 and 7 and a gas hut beam 8. Two
And a plurality of pressing plates 3a, 3b, 3c formed by bending the member receiving plate 2 upward or downward substantially vertically.
And inserting insertion holes 4a, 4b, 4c of a plurality of nails or the like at appropriate intervals for connecting the beams 6, 7 and the gas hut beam 8 in the member receiving plate 2 and the pressing plates 3a, 3b, 3c. Connection and reinforcement hardware.

Description

[Detailed description of the device]

[0001]

[Technical field to which the device belongs]

 The present invention relates to a connecting and reinforcing metal used in a wooden house composed of a frame and a wall panel, and in particular, processing of the frame member and the like is unnecessary, and the frame and the wall panel can be easily and easily manufactured. It provides connection and reinforcement hardware that realizes strong assembly.

[0002]

[Prior art]

 A wooden house consisting of a frame and a wall panel is a structure in which columns are erected on a foundation or a beam at intervals that are multiples of a certain size (900 mm, for example), and the wall panels are installed between the columns. Therefore, it is possible to accommodate all buildings by providing wall panel panels with a certain size in the vertical direction and several types of sizes in the horizontal direction that correspond to the above-mentioned pillar spacing. Not only is it possible to standardize the wall panel, but there is an advantage that the wall panel can be constructed accurately by inserting the wall panel between the columns that are accurately arranged.

On the other hand, in the two-by-four construction method and the like, since the wall frame structure is formed only of the wall frame panels without using the pillars, the vertical length is a room size with a certain dimension due to the relation of the wall frame panels at the corners. However, on the horizontal side, it is difficult to standardize the wall assembly panels for each individual building, and it is difficult to standardize the wall assembly panels, and there is a drawback that the dimensions are likely to change at the corners, etc. There is.

In addition, a wooden house consisting of a frame and a wall panel can be designed in various ways within a limit as long as standardized wall panels are used, whereas the two-by-four method is different for each building. It is necessary to use wall panels with unique dimensions, and it is not possible to accommodate various designs.

If various designs are to be made, it is necessary to manufacture a wall-assembled panel having a new size every time the design is changed. Therefore, it takes time to change the material, and it takes time. As a result of the significant reduction in factory productivity, the manufacturing cost of wall panel will be extremely high.

As described above, the wooden house including the frame and the wall panel has many advantages as compared with other two-by-four construction methods, etc., and thus recently the number of orders in the local area has increased and the demand has dramatically increased. Since it has increased, it is considered that it will be useful for promoting local industries such as forestry from a public interest perspective, and with the subsidy from local governments, etc., a full-scale wall panel factory was newly established, and local expectations are further increasing. I am here.

In such a situation, from the viewpoint of providing a cheaper housing, it is necessary to thoroughly implement standardization to improve factory productivity and improve local workability. Needless to say, the productivity and workability are rushed to cause the strength of the building to decline, and the original advantage of this house, namely its strength against external forces such as earthquakes and snowfall, can be maintained. Become the most important.

[0008]

[Problems to be solved by the device]

 Therefore, based on such an idea, in the conventional on-site construction, as shown in FIG. 10 (a), the wall-assembled panel 101 is fitted between the frame-assembled members 102, and the surroundings are surely secured by the bolts 103 at appropriate intervals. In addition to fixing it, the parts that are considered to have weak strength such as not being able to be bolted mainly (the parts where the vertical and horizontal frame members intersect, the connecting parts of the shed panel and the wall panel, etc.) are usually assembled by the normal frame construction method. This has been done by nailing and fixing with a mounting metal piece used (for example, T-shaped metal piece 104, L-shaped metal piece 105, etc.).

However, as shown in FIG. 10 (b), if a flat plate-shaped mounting hardware 104 or 105 is laid across different members 106 and 107 and fixed by nailing, the building is reinforced. Therefore, it could not be said to be sufficient when a strong force such as an earthquake was applied.

That is, for example, when a force indicated by an arrow A in the figure is applied due to an earthquake or the like, the resultant force of the bending strength of the plurality of nails 108 opposes the force A, but the force A is large. In that case, since the plurality of nails 108 cannot endure and buckle and bend, the bent nails are easily pulled out from the members 106 and 107, and the safety is not guaranteed.

Therefore, it cannot be said that the mounting hardware having such a structure is inherently strong against the force indicated by the arrow A in the figure, and the mounting hardware having such a defect is continuously used. Going forward could pose a problem in maintaining credibility that the house is strong against external forces such as earthquakes and snow.

Further, in the conventional T-shaped metal fittings 104, L-shaped metal fittings 105, and the like, which are simply configured in a plane, the frame members intersecting with each other or the wall member panels or the frame member and the wall member panels intersect with each other. It has the disadvantage that it cannot be practically used for connection and reinforcement between and.

Further, in the case where a floor beam is conventionally installed on a second-order beam arranged near the ceiling on the first floor, the tenon is processed in advance at the end of the floor beam and The notch groove into which the tenon is to be inserted was provided, and the floor beam was to be fitted into the notch groove and installed, but this not only is the machining of the tenon and notch groove very complicated. However, there was a problem that it was very difficult to construct the floor beams.

Furthermore, since provision of such a notch means that the cross-section of the frame member is lost, it should be considered that the frame member is a strength member that supports the structure of the building. For example, it cannot be said that it is preferable in securing the strength of the building, and no measures have been taken to supplement this drawback.

Therefore, the present invention was devised in view of the above-mentioned various problems, and in a wooden house including a frame and a wall panel, a structure due to a cross-section loss of a frame member or the like is used. Provides a connection and reinforcement metal fitting that enables easy and strong connection and reinforcement of frame members and wall panels, etc. while avoiding strength reduction, and that can effectively exhibit strength against external forces such as earthquakes and snowfall. The purpose is to do.

[0016]

[Means for Solving the Problems]

 In order to achieve the above-mentioned object, the connection and reinforcing metal fittings according to the present invention are provided between adjacent wall-assembled panel members or between frame-assembled members or between the wall-assembled panel members and the frame-assembled members. In a connecting and reinforcing metal member for connecting and reinforcing these connecting members, a rectangular member receiving plate whose front and back surfaces contact the connecting member, and a member formed by bending the member receiving plate around the member supporting plate upward or downward substantially vertically. And a plurality of insertion holes such as nails or bolts at appropriate intervals for connecting the connecting members to the member receiving plate and the pressing plate. It is.

Further, the pressing plate is formed symmetrically and upwardly bent at least on the front half of the long side of the member receiving plate whose short side corresponds to the thickness dimension of the wall-assembled panel or the frame assembly member. The parts other than the front side of the long side are symmetrically bent downward, and the front side of the short side is bent upward with a lateral dimension larger than the length dimension of the short side. It is characterized by that.

Further, the pressing plate is symmetrically bent upward at the central portion of the long side of the member receiving plate, at least the short side of which corresponds to the thickness dimension of the wall-assembled panel or the frame-assembled member. In addition, the parts other than the central part of the long side are symmetrically formed and bent downward.

Further, the pressing plate has a size and shape corresponding to the cross-sectional shape of the column that constitutes the shaft assembly member. The pressing plate is folded upward from one of two facing sides of the member receiving plate. It is characterized in that it is bent and formed, and is bent downward from another set.

Another connection and reinforcement metal piece according to the present invention is provided between the receiving member and the end portion of the floor beam to bridge the floor beam between the receiving members such as the second floor beams. In the connection and reinforcement hardware, the back surface contacts the receiving material, and at least the short side is a rectangular member receiving plate whose dimension corresponds to the lateral dimension of the cross section of the floor beam, and from the lower part of the member receiving plate to the front. And a bottom plate on which the lower part of the protruding floor beam is placed, and a plurality of insertion holes such as nails or bolts at appropriate intervals for connecting and reinforcing the member and the floor beam to the member receiving plate and the bottom plate. It is characterized by being drilled.

Further, another one of the connection and the reinforcing metal member according to the present invention is provided by extending the wall-assembled panel members, the frame-assembled members, or the wall-assembled panel members and the shaft-assembled members that are adjacent to each other. For connecting and reinforcing metal fittings for connecting and reinforcing the connecting members, a plurality of nails or bolts at appropriate intervals for connecting and reinforcing the connecting members to the rectangular member receiving plate whose back surface abuts the connecting members. It is characterized in that an insertion hole is provided.

In the technical means as described above, the connection and the reinforcing metal member may be made of a material that is strong against a compressive load and excellent in rigidity, and is particularly a material that is not easily affected by humidity and temperature change. From the viewpoint of using, it is preferable to use stainless steel or a synthetic resin having excellent corrosion resistance. When using metal, it is also effective to apply rust preventive coating such as rust preventive paint or resin coating on the surface.

Further, in order to fix these connections and the reinforcing metal object to the connection member, a fastener having a predetermined strength such as a bolt or a screw nail may be used, but from the viewpoint of easier and quicker construction. It is preferable to fix by nailing.

Further, the insertion holes such as nails or bolts formed in the member receiving plate, the pressing plate and the bottom plate, the intervals and the number of places are determined according to the design load of the building, the cross-sectional force of the nails to be used, etc. do it.

[0025]

[Embodiment of device]

 Embodiments of the connection and the reinforcing metal member according to the present invention will be described below with reference to the drawings showing the present embodiment.

First Embodiment FIG. 1 is an overall perspective view showing a first embodiment of a connecting and reinforcing metal article to which the present invention is applied. In the figure, reference numeral 1 is a stainless steel asymmetrical space spacer having a symmetrical shape. In this asymmetrical space spacer 1, a short side 2a is a rectangular member receiving plate 2 corresponding to the width of a beam forming a frame member. An upper pressing plate 3a formed by bending upward from substantially half of the front side of the long side 2b of the member receiving plate 2, and a lower pressing plate formed by bending downward from a portion other than the front side of the long side. 3b and a front pressing plate 3c formed by bending upward a lateral dimension larger than the length dimension of the short side on the front side of the short side.

Further, the member receiving plate 2 and the upper pressing plate 3a, the member receiving plate 2 and the lower pressing plate 3b, and the member receiving plate 2 and the front pressing plate 3c respectively constitute surfaces perpendicular to each other, and The height dimensions of the pressing plate 3a, the lower pressing plate 3b, and the front pressing plate 3c are the same.

Further, a plurality of nail insertion holes having appropriate intervals are formed at appropriate positions of the joint portion spacer 1, and for example, the upper holding plate 3a has three nail holes 4a on one side and a lower portion. The holding plate 3b is provided with three nail holes 4b on one side, and the front holding plate 3c is provided with four nail holes 4c.

Such a chiseling part spacer 1 is, for example, a beam 6 erected on the ceiling of the second floor of a wooden house made up of a frame set and a wall panel, more specifically, a beam 6 erected on the upper end of a second floor pillar 5, and the beam 6 thereof. The beam 7 is provided so as to be orthogonal to the horizontal direction, and the beam 6 is connected to the beam 6 and a gas hut beam 8 placed above the beam 7 and along the beam 7.

Explaining in detail according to the construction procedure below, first, the lower pressing plate 3b of the joint portion spacer 1 is sandwiched between both side surfaces of the beam 7, and the front pressing plate 3c is brought into contact with the front surface of the beam 6. The member receiving plate 2 is contacted with the beam 6 and the beam 7 until they come in contact with each other, and the nail holes 4b and 4c are nailed and fixed, and then the gas hut beam 8 is hung by a crane or the like to be placed between the upper holding plates 3a. Connection and reinforcement are completed if the nail holes 4a are fixed by nailing after fitting the gas hut beam 8.

The beam 6, the beam 7 and the gas hut beam 8 connected and reinforced in this way have the rigidity originally possessed by the stainless gas palm part spacer 1 even when a strong force such as an earthquake is applied. By exerting effectively, a strong connection state is maintained.

That is, when a strong force such as an earthquake is applied, as shown in FIG. 1, for example, the force B acts on the beam 7, but the surface of the lower pressing plate 3b that holds the both sides of the beam 7 therebetween. Since this force B is directly received as a whole, compared with the conventional mounting hardware that receives such a force with only a plurality of nails, the proof strength of the mounting hardware increases dramatically. .

In addition, among other members, for example, when a force C is exerted on the joint-aimed shed beam 8, the upper pressing plate 3a holding the joint-aimed shed beam 8 exerts a bearing effect of receiving the force C. When the force D acts on the beam 6, the front pressing plate 3c receives the force D on the front side and the beam 7 orthogonal to the beam 6 receives the force D on the rear side. Compared with this, the proof strength is dramatically increased. The effect of nailing is the same as in the conventional case.

Further, in the present embodiment, the conventional planar mounting hardware could not be realized at all, that is, the beam 6 and the beam 7 and the beam 6 and the beam 6 which intersect each other are formed by one spacer. It became possible to connect three types of hut girders 8 and 7 and gassho hut girders 8 at the same time.

Second Embodiment FIG. 2 is an overall perspective view showing a second embodiment of a connection and reinforcing metal article to which the present invention is applied. In the figure, reference numeral 11 denotes a panel portion spacer made of stainless steel having a symmetrical shape. The panel portion spacer 11 has a rectangular member receiving plate 12 whose short side 12a corresponds to the width dimension of the wall panel. It is composed of an upper pressing plate 13a bent upward at the central portion of the long side 12b of the member receiving plate 12, and a lower pressing plate 13b bent downward at a portion other than the central portion of the long side. Has been done.

Further, the member receiving plate 12 and the upper pressing plate 13a and the member receiving plate 2 and the lower pressing plate 13b respectively form surfaces perpendicular to each other, and the heights of the upper pressing plate 13a and the lower pressing plate 13b are increased. Each of the sacks has the same size.

Furthermore, a plurality of nail insertion holes with appropriate intervals are formed at appropriate positions of the panel spacer 11, and for example, the member receiving plate 12 has nine holes on the front side and nine holes on the rear side. 3 nail holes 12c are formed on the upper pressing plate 13a, 4 nail holes 14a are formed on one side of the upper pressing plate 13a, and 6 nail holes 14b are formed on each side of the lower pressing plate 13b. .

As shown in the cross-sectional view of FIG. 3, such a panel spacer 11 has, for example, the vicinity of the ceiling on the second floor of a wooden house composed of a frame and a wall panel, more specifically, a wall panel on the second floor. Is interposed between the upper end surface of the roof assembly panel 16 and the lower end surface of the roof assembly panel 16, and more specifically, the vicinity of the upper end of the wall assembly panel 15 is sandwiched between the lower pressing plates 13b and the roof assembly panel 16 The upper end of the upper holding plate 13a is sandwiched between the lower ends of the upper and lower ends of the upper holding plate 13a to be connected.

More specifically, the procedure will be described below. First, the lower pressing plate 13b of the panel spacer 11 is sandwiched between the both side surfaces of the wall assembly panel 15, and the upper end surface of the wall assembly panel 15 is provided with a member seat support. The plate 12 is abutted and nailed and fixed to the frame member 15a of the wall panel 15 from the nail holes 12c and 14b, and then the shed panel 16 is hung by a crane or the like to be placed between the upper pressing plates 13a. After the panel spacer 11 is fitted and inserted, nailing and fixing to the frame member 16a of the roof panel 16 from the nail hole 14a completes the connection and reinforcement.

The wall assembly panel 15 and the shed assembly panel 16 connected and reinforced in this manner are similar to those in the first embodiment, even when a strong force such as an earthquake is applied, the panel portion made of stainless steel. By exerting the surface receiving effect of the pressing plate of the spacer 11 and effectively exhibiting the rigidity that the panel spacer 11 originally has, a strong connection state is maintained. The effect of nailing is the same as in the conventional case.

[Embodiment 3] FIG. 4 is an overall perspective view showing Embodiment 3 of the connecting and reinforcing metal article to which the present invention is applied. In the figure, reference numeral 21 is a stainless steel H-shaped spacer having a symmetrical shape, and this H-shaped spacer 21 has a member receiving plate 22 having a dimension corresponding to the cross-sectional shape of a column forming a shaft assembly and its member receiving plate 22. It is composed of an upper pressing plate 23a bent upward from one of two facing sides of the member receiving plate 22 and a lower pressing plate 23b bent downward from the other one set. .

Further, the member receiving plate 22 and the upper pressing plate 23a and the member receiving plate 22 and the lower pressing plate 23b respectively constitute surfaces perpendicular to each other, and the upper pressing plate 23a and the lower pressing plate 23b are also perpendicular to each other. The upper pressing plate 23a and the lower pressing plate 23b are formed to have the same height while forming the surface.

Further, a plurality of nail insertion holes with appropriate intervals are formed at appropriate positions of the H-shaped spacer 21, and for example, the upper pressing plate 23a has three nail holes 24a on one side and the lower pressing member 23a. Similar to the upper holding plate 23a, the plate 23b is provided with three nail holes 24b on each side.

Such an H-shaped spacer 21 is placed, for example, near the ceiling of the second floor of a wooden house composed of a frame and a wall panel, more specifically, on the upper end surface of the pillar 25 on the second floor and the upper end surface thereof. It is provided between the lower surface of the gas hut girder 26, and more specifically, the upper end of the pillar 25 is sandwiched between the lower pressing plates 23b, and the lower end of the gas hut girder 26 is fixed to the upper pressing plate. It is designed to be connected so as to be sandwiched between 13a.

Explaining in detail according to the construction procedure below, first, the lower pressing plate 13 b of the H-shaped spacer 21 is sandwiched between the front and rear surfaces of the pillar 25, and the member seat receiving plate 22 is attached to the upper end surface of the pillar 25. The nail holes 24b are brought into contact with each other to be nailed and fixed, and then the gas hut beam 26 is hung by a crane or the like to be sandwiched between the upper holding plates 23a, and the lower surface of the gas hut beam 26 is fixed to the member seat receiving plate 22. The nail hole 24a is nailed and fixed by abutting the upper surface thereof to complete the connection and reinforcement by the H-shaped spacer 21.

As in the first embodiment, the pillar 25 and the gas hut beam 26 connected and reinforced in this way are made of stainless steel H-shaped space even when a strong force such as an earthquake is applied. By exerting the surface receiving effect of the pressing plate of the spacer 21 and effectively exhibiting the rigidity that the H-shaped spacer 21 originally has, a strong connection state is maintained. The effect of nailing is the same as in the conventional case.

Fourth Embodiment FIG. 5 is an overall perspective view of another connecting and reinforcing metal article of the present invention. In the figure, reference numeral 31 is an L-shaped spacer made of stainless steel having a symmetrical shape. This L-shaped spacer 31 has a rectangular member receiving plate 32 whose back surface abuts against a receiving member, and a member receiving plate 32 thereof. It is composed of a bottom plate 33 which is bent forward from the lower part and on which a floor beam is placed.

Further, the member receiving plate 32 and the bottom plate 33 form surfaces perpendicular to each other, and the width dimensions of the member receiving plate 32 and the bottom plate 33 are the same and correspond to the width dimension of the floor beam. It is configured to the specified dimensions.

Further, a plurality of nail insertion holes with appropriate intervals are formed at appropriate positions of the L-shaped spacer 31, and for example, the member receiving plate 32 has six nail holes 32 a and the bottom plate 33 also has. Six nail holes 33a are formed in each.

As shown in FIG. 6, such an L-shaped spacer 31 is horizontally installed near the ceiling of the first floor of a wooden house composed of, for example, a frame and a wall panel, more specifically, on a pillar on the first floor. When the floor beam 35 is bridged between the beams 34 to be formed, it is provided between the indoor side surface of the beam 34 which is a receiving member and the end portion of the floor beam 35. The back surface of the receiving plate 32 is brought into contact with the beam 34, and the lower end portion of the floor beam 35 is placed on the bottom plate 33 for connection.

Explaining in detail according to the construction procedure below, first, after erection of the beam 34, the back surface of the member receiving plate 32 of the L-shaped spacer 31 is brought into contact with a predetermined position on the indoor side surface of the beam 34. The nail hole 32a is nailed and fixed, and then the floor beam 35 is hung by a crane or the like to be placed on the bottom plate 33 of the L-shaped spacer 31 which is already nailed and fixed, and the nail hole 32a is nailed and fixed. It

At this time, as shown in FIG. 7 (a), since the nail 36 is driven upward to the floor beam 35, it is sure that the nail 36 does not come off due to its own weight. Although it seems that the nail 37 seems to come off easily at first glance, since the beam 34 does not act on the beam 34 by its own weight, the force F indicated by an arrow in the figure always acts on the beam 34. Therefore, there is no such thing.

That is, FIG. 7B shows a relationship of forces that are considered to be constantly acting between the column 41, the beam 34 or the wall-assembled panel 42 bolted to the column 41, and the floor beam 35. Is shown. In the figure, since the wall assembly panel 42 is bolted and fixed to the pillar 41 which constitutes the shaft assembly, the force E due to the bolt tightening shown by the arrow in the figure always acts on the pillar 41, in other words, the pillar 41. In the meantime, the wall panel 42 is stretched by the resultant force of these forces E.

Therefore, since the beam 42 arranged along the upper surface of the wall assembly panel 42 is also fastened and fixed to the wall assembly panel 42 by bolts, the beam 42 is always under the same tension as the wall assembly panel 42. Since it is working, the force F indicated by an arrow in the figure always acts on the floor beam 35, and in the end, the force does not work in the direction in which the nail 37 comes off. Therefore, the L-shaped spacer 31 and the nail The floor beam 35 fixed by striking is surely supported and fixed to the beam 34.

Further, according to the L-shaped spacer 31 of the fifth embodiment, it is possible to eliminate the extremely complicated work of machining the tenon and the notch groove, which has been conventionally required as the setup work before the floor beam is erected. Not only is this possible, but also the cross-section of the frame member is not damaged, so the safety of the building can be secured by an extremely easy construction method.

Fifth Embodiment FIG. 8 is an overall perspective view of another connecting and reinforcing metal article of the present invention. In the figure, reference numeral 51 is a rectangular universal plate made of stainless steel, and the universal plate 51 has a front surface or a rear surface which is straddled between a plurality of different members and fixed by nailing to connect the respective members. It is reinforced and integrated.

Further, a plurality of nail insertion holes 52 at appropriate intervals are formed at appropriate positions of the universal plate 51, and three nail holes are provided in the short side direction and six nail holes are provided in the long side direction. A total of 18 nail holes 52 are formed.

As shown in FIG. 9, in the universal plate 51 having such a shape, in a wooden house including a frame and a wall panel, the wall panels 53a to 53f are attached to a base 54 which is a frame member. It is used for the purpose of complementing the fixing when the bolts B having an appropriate pitch are fixed to the columns 55 to 58 and the beam 59.

That is, the wall-assembly panels 53a to 53f are firmly tightened and fixed to each other by the bolts B via the shaft-assembly members, but the bolts B cannot be arranged at the corners of the respective wall-assembly panels. , It is necessary to reinforce this part, and a universal plate is provided to meet this request.

In the figure, for example, the universal plate 51a is arranged so as to straddle the pillar 55 and the beam 59 and the wall assembly panels 53d and 53e, and at the same time, the pillar 55, the beam 59 and the wall assembly panel 53d and 53e. A nail is driven into the frame member (broken line in the drawing) to be integrated.

Therefore, according to the universal plate 51 of the fifth embodiment, in a wooden house composed of a frame and a wall panel, the wall panel is firmly fastened and fixed to the frame member with bolts having an appropriate pitch. Moreover, since the corners of the wall panel, where no bolts can be placed, can be easily reinforced, the safety of the building can be more perfected by an extremely simple method.

As is clear from the above description, the connecting and reinforcing metal member according to the present invention has a rectangular member receiving plate whose front surface and back surface are in contact with the connecting member, and an upward or downward direction from the periphery of the member receiving plate. It is composed of a plurality of pressing plates that are bent almost vertically, and a plurality of insertion holes such as nails or bolts are formed in the member receiving plate and the pressing plate at appropriate intervals. When applied to a wooden house consisting of frame and wall panels, the following effects are achieved.

(1) Even if a strong force such as an earthquake or snow is applied, the pressing plate receives the force on the entire surface against such a force, so that the connection and the reinforcing hardware are The inherent rigidity is effectively exerted, and a strong connection state is secured. In this case, the nailing effect will be exhibited as in the case of the conventional mounting hardware.

(2) The invention can also be applied to connection and reinforcement between mutually intersecting frame members or wall panels, or between frame members and wall panels.

(3) Since it is only necessary to interpose between the members to be connected and fixed by nailing, and there is no need to specially process the members to be connected, the work can be carried out extremely easily. The property can be further improved.

Another connection and reinforcement metal member according to the present invention is a rectangular member receiving plate, the back surface of which is in contact with the receiving member, and at least the short side of which has a dimension corresponding to the lateral dimension of the cross section of the floor beam. , A bottom plate projecting forward from the lower part of the member receiving plate and mounting the lower part of the floor beam (L-shaped), and a plurality of insertion holes such as nails or bolts at appropriate intervals are formed, If this connection and reinforcing metal fittings are applied to a wooden house consisting of a frame and a wall panel, the following effects will be obtained.

(4) An L-shaped connection and a member receiving plate of a reinforcing metal member are brought into contact with a receiving member which constitutes a frame member on which the floor beam is erected, and nailed and fixed, and the floor beam is placed on the bottom plate. Since the bottom plate is nailed and fixed and the floor beam can be erected, it is possible to easily perform construction by only extremely easy nailing work, which can improve the workability and safety at the site. .

(5) Since it is not necessary to process the tenon in advance or to process the notch groove to be fitted thereinto, the floor beam can be installed without damaging the cross section of the frame assembly member. Not only will the structural strength of the assembly members be ensured, but also the extremely complicated work of machining the tenon and notch groove and erection by inserting these can be eliminated, improving workability. be able to.

(6) In a wooden house having a peculiar structure in which the wall assembly panel is bolted around and stretched around the frame member, the member receiving plate is nailed and fixed to the receiving material that constitutes the frame member. In addition, since the floor beam is placed on the bottom plate and nailed and fixed to the floor beam, the floor beam is installed in the direction opposite to the direction in which the nail driven into the member receiving plate of the connection and reinforcement metal is removed. Force is always applied, so that the floor beam can be reliably supported by the receiving member through the connection and the reinforcing metal member.

Further, another connecting and reinforcing metal member according to the present invention has a configuration in which a plurality of nails or bolts or the like insertion holes are formed at appropriate intervals in a rectangular member receiving plate whose back surface abuts on the connecting member. Therefore, if this connecting and reinforcing metal fitting is applied to a wooden house consisting of a frame and a wall panel, the following effects are obtained.

(7) The wall-assembled panel can be firmly tightened and fixed to the frame-assembled member with bolts having an appropriate pitch, and the corners of the wall-assembled panel where the bolts are not arranged can be easily connected and reinforced. Therefore, the safety of the building can be more perfected by an extremely simple method.

(8) It suffices to simply contact the members to be connected by striking them and fix them with nails. Since it is not necessary to specially process the members to be connected, it is possible to easily carry out the construction. The workability in can be further improved.

[Brief description of drawings]

FIG. 1 is an overall perspective view and an operation explanatory view of a connecting and reinforcing metal member according to a first embodiment to which the present invention is applied.

FIG. 2 is an overall perspective view of a connecting and reinforcing metal object in a second embodiment to which the present invention is applied.

FIG. 3 is an operation explanatory view of the connection and the reinforcing metal object in the second embodiment to which the present invention is applied.

4A and 4B are an overall perspective view and an operation explanatory view of a connecting and reinforcing metal member according to a third embodiment to which the present invention is applied.

FIG. 5 is an overall perspective view of a connecting and reinforcing metal object according to a fourth embodiment to which the present invention is applied.

FIG. 6 is an operation explanatory view of the connection and the reinforcing metal object in the fourth embodiment to which the present invention is applied.

FIG. 7 is an operation explanatory view of the connection and the reinforcing metal object in the fourth embodiment to which the present invention is applied.

FIG. 8 is an overall perspective view of a connecting and reinforcing metal object in a fifth embodiment to which the present invention is applied.

FIG. 9 is an operation explanatory view of the connection and the reinforcing metal object in the fifth embodiment to which the present invention is applied.

FIG. 10 is an explanatory view of an implementation of a conventional connection and a reinforcing metal piece.

[Explanation of symbols]

 1 ... Gassho part spacer 2 ... Member receiving plate 3 ... Pressing plate 4 ... Nail hole 5 ... Second floor pillar 6 ... Beam 6 7 ... Beam 7 8 ... Gassho hut beam 11 ... Panel spacer 12 ... Member receiving plate 13 ... Pressing plate 14 ... Nail hole 15 ... Wall panel 16 ... Shed panel 21 ... H type spacer 22 ... Member receiving plate 23 ... Press plate 24 ... Nail hole 25 ... Second floor pillar 26 ... Gassho roof beam 31 ... L type spacer 32 ... Member Support plate 33 ... Bottom plate 34 ... Beam 35 ... Floor beam 36 ... Nail 37 ... Nail 41 ... Pillar 42 ... Wall assembly panel, beam 51 ... Universal plate 52 ... Nail hole 53 ... Wall assembly panel 54 ... Base 55 ... Pillar 59 ... Beam 101 ... Wall assembly panel 102 ... Frame member 103 ... Bolt 104 ... T-shaped metal object 105 ... L-shaped metal object A ... Earthquake force B ... Earthquake force C ... Earthquake force D ... Earthquake force E ... Bolt Tightening force F ... force

Claims (6)

[Scope of utility model registration request] 1. A connection and reinforcing metal object which is provided between adjacent wall-assembled panel members or between adjacent frame-assembled members or between the wall-assembled panel member and the frame-assembled member to connect and reinforce these connecting members. , A rectangular member receiving plate whose front and back surfaces are in contact with the connecting member, and a plurality of pressing plates that are bent upward or downward from the periphery of the member receiving plate substantially vertically. A connection and reinforcement metal article, wherein a plurality of insertion holes such as nails or bolts at appropriate intervals for connecting the connection members to each other are formed in the plate. 2. The pressing plate is symmetrically and upwardly bent at least on the front half of the long side of the member receiving plate whose at least short sides correspond to the thickness dimension of the wall assembly panel or the axial assembly member. The parts other than the front side of the long side are symmetrically bent downward, and the front side of the short side is bent upward with a lateral dimension larger than the length dimension of the short side. The connection and reinforcement metal article according to claim 1, which is characterized in that. 3. The pressing plate is symmetrically bent upward at a central portion of a long side of the member receiving plate, at least a short side of which corresponds to a thickness of a wall panel or a frame member. In addition, the connection and the reinforcing metal article according to claim 1, wherein the portion other than the central portion of the long side is symmetrically formed and bent downward. 4. The pressing plate is formed by bending upward from one of two opposing sides of the member receiving plate having a size and shape corresponding to a cross-sectional shape of a column forming a frame assembly member. The connecting and reinforcing metal piece according to claim 1, wherein the connecting piece and the reinforcing piece are bent downward from another set. 5. In a connection and a reinforcing metal object, which is interposed between a receiving member and an end portion of the floor beam to bridge the floor beam between the receiving members such as a second-order beam, the back surface is in contact with the receiving member, And, at least the short side comprises a rectangular member receiving plate having a dimension corresponding to the lateral dimension of the cross section of the floor beam, and a bottom plate projecting forward from the lower portion of the member receiving plate to mount the lower portion of the floor beam, A connecting and reinforcing metal article having a plurality of insertion holes such as nails or bolts at appropriate intervals for connecting and reinforcing the receiving member and the floor beam to the member receiving plate and the bottom plate. 6. A connecting and reinforcing metal object which is installed between adjacent wall-assembled panel members or between adjacent frame-assembled members or between the wall-assembled panel member and the frame-assembled member to connect and reinforce these connecting members. A plurality of insertion holes such as nails or bolts at appropriate intervals for connecting and reinforcing the connecting member are formed in a rectangular member receiving plate that abuts on the connecting member. .