JPS6010051A - Horizontal convering outer enclosure - Google Patents

Abstract

(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

DETAILED DESCRIPTION OF THE INVENTION The present invention is extremely strong against positive and negative loads, eliminates the plate rattle phenomenon, and can also cope well with thermal expansion and contraction in the longitudinal direction of architectural boards for horizontal beams. To provide a horizontal rod outer enclosure that can accurately form pitches and can be easily and quickly roofed.

The applicant has already developed various types of horizontal frame enclosures such as roofs or walls that are built parallel to the eaves, and the workability has been improved.

Although it is excellent in watertightness, it is not necessarily safe in terms of strength, the upper part of the roof is often unstable, and it has the disadvantage that it often causes the cracking phenomenon. In addition, when using a hanger that is a separate member from the metal kuruki, the pitch of the roofing in the direction of the roofing cannot always be accurately determined, and the longer the length, the more errors will occur on the left and right sides. There is a problem in that it is difficult to roof the roof in parallel, and there have been conventionally known horizontal enclosures in which hangers are fixed to the lower legs. This hanger is a partial piece, and because it has an appropriate interval in the longitudinal direction of the building board for the horizontal beam (for example, about 39 cm to about 1 m), the top piece of the hanger is attached to the main plate near the upper part. There is a gap corresponding to the thickness of the top piece of the hanger at a location other than the part where the hanger is in contact with the lower surface of the hanger. Not only is it floating, it is not possible to install it firmly, but it also has the major drawback that it often comes off and scatters due to alternating loads caused by wind pressure, etc. due to the existence of the gap. There was also the serious drawback of constant plate noise and noise pollution. In addition, during construction of such a horizontal rod outer enclosure, there is a drawback that if a worker steps on the engagement portion between the lower beam portion and the upper beam portion where there is a gap, the portion is often deformed and damaged. In addition, the conventionally known claw-shaped hangers integrated with metal tarpaulins have the disadvantage that the strength of the base is particularly weak due to metal fatigue and the like. In addition, there were some models in which the rear side of the horizontal construction board was directly fixed with bolts, etc. without providing such a hanger, but the horizontal construction board was When thermal expansion and contraction occurs in response to this, thermal stress strain will occur at the points fixed by bolts, etc. and other general parts exposed on the outer surface, causing deformation and strain to the horizontal construction board, or the fixed points. There were drawbacks such as damage to the Furthermore, when such thermal stress distortion occurs, it becomes a cause of the plate ringing phenomenon. In addition, if the locking part of the hanger locks up to the tip of the lower part, even if the board for horizontal construction and the hanger are each strongly independent, the suspension cannot be used for horizontal construction. The problem with roofing plate A was that it could not handle thermal expansion and contraction.For this reason, it was possible to strengthen the installation at the engagement point between the lower part and the upper part, eliminate the plate rattling phenomenon, and improve the roof structure. There was a demand for the development of a horizontal rod enclosure with a simple structure that would allow for accurate pitch.

Therefore, the inventor worked diligently to eliminate the above drawbacks.

As a result of repeated research, the present invention has been developed by forming a protruding strip oriented in the elongated direction 6m closer to one side of the main plate, and above the one end of the main plate, the overall cross section is approximately inverted-shaped or approximately inverted-shaped. A lower ridge portion having a shape is provided, and an upper ridge portion that can be attached to the lower ridge portion is formed below the other side of the main plate to form a horizontal construction board, and the horizontal construction board is used as a base. While placing it on the base material, the protruding strips are locked to protrusions provided at regular intervals on the base material, and the rear part of the lower part is pressed with a hanger, and the hanger is fixed to the base material. , by engaging the lower part of the horizontal construction board adjacent to the second part of the horizontal construction board, and supporting the lower surface of the main board near the upper part with the top piece of the hanger. By doing so, it is extremely strong against positive and negative loads, eliminates the plate cracking phenomenon, and can also respond well to thermal expansion and contraction in the longitudinal direction of horizontal construction boards, allowing for accurate roofing pitch. The purpose of this invention has been achieved by solving the above-mentioned drawbacks and making the roofing process simple and quick.

Hereinafter, the present invention will be explained based on the embodiments shown in the drawings.

FIGS. 1 to 3 and 5 to 11 show lateral enclosures of embodiments of the present invention, A is a lateral construction board,
A protruding strip 1a having a triangular or semicircular cross section facing in the longitudinal direction is bulged toward the end of one side of the main plate 1 (the right side toward the unit side building board in FIG. 2, etc.). ,
A lower part 2 whose overall cross section is approximately inverted or approximately inverted U-shaped is provided above the - side end, and the other side of the main plate 1 (the second
On the lower side of the left side of the unit side building board A in the drawings, etc., there is bent and formed an upper part 3 which can be engaged with the lower part 2 as appropriate. In this example, the main plate 1 has a flat part, a gently sloped part, and a flat part, which are bent in cross section. The horizontal construction board A, which consists of a main plate 1, a lower part 2, and an upper part 3, is integrally formed by appropriately bending a single metal plate, and its length in the longitudinal direction is a long one or an appropriate length. It is molded in the same way. The appropriate length is, for example, approximately 5 m to 10-odd meters in most cases, in order to be transportable and easy to handle. or,
As shown in FIG. 5, a heat insulating layer 4 made of foamed synthetic resin or the like is pasted from the lower surface of the main plate 1 of the horizontal building board A to the back surface of the lower frame portion 2, as shown in FIG. The lower part 2 and the upper part 3
There are two specific examples of the shape of the first example, 1III! f) As shown in FIGS. 1, 2, 5 to 8, IX2 has a top part 2b of a sloped part 23 formed above and inward from one side end of the main plate 1, and hangs down from the tip of this top part 2b. The lower part 2, which includes the inclined part 2a, the top part 25, and the hanging part 2C, has a triangular cross section. As shown in FIGS. 7 and 8, an edge 2d is provided from the lower end of the hanging portion 2C toward the inclined portion 2a as necessary. Corners and the like of the lower part 2 shown in FIG. 8 are arcuate. Also, the inclined portion 2a
As shown in FIG. 3, an L-shaped recess 2e may be provided at the corner of the top portion 2b. Upper part 3 corresponding to this
is bent into an L-shape on the other side of the main plate 1. That is, a hanging portion 3-a (including a steeply sloped portion) is formed from the other end of the main plate 1, and a leading edge 3b is formed inwardly from this lower end.
is formed in a bent manner. The tip side of the tip edge 3b is the seventh
As shown in the figure, the cross section may be shaped like an angular shape, and when engaged, the top surface of the main plate 1 may be pressed by the top surface of the main plate 1 on the tip side of the tip edge 3b within the elastic limit. be. Further, as shown in FIGS. 9 and 10, the lower part 2 of the second embodiment has a rising part 2r formed above one side end of the main plate 1, and the tip side of the upper side faces rearward from this upper end. An inverted U-shaped portion 2g is formed, and the section as a whole has a substantially inverted U-shape. A corresponding upper part 3 is bent on the other side of the main plate 1 in an oval shape. When the lower part 2 and the upper part 3 are engaged,
As shown in FIG. 9 and FIG. 10, it is often formed so that the tip side of the tip-like edge 3b presses the upper surface of the main @1 or the protruding strip 1a by a spring bank phenomenon within the elastic limit. . 1st. When the upper beam part 3 of the adjacent horizontal beam building board A is engaged with the lower beam part 2 of the second embodiment, the lower beam part 2
The hanging portion 3a of the upper ridge portion 3 is in close contact with the hanging piece of the dangling portion 2C or the inverted U-shaped portion 2g, and the top portion 2C of the lower ridge portion 2
The main plate is configured so that the part near the upper part 3 of the main plate is in close contact with the main plate.

Although not shown, the entire cross section of the lower part 2 is 1Iljf.
It is not limited to these embodiments as long as it has an inverted letter shape or a substantially inverted U shape, and other appropriate shapes are also included in the scope of the lower part 2. B is a metal hanger, in which a rising part 6 is formed on the upper side of the mounting part 5, which is flat or slightly oblique, and a top piece is formed behind this upper end (on the side of the mounting part 5). 7
are integrally formed. The rising portion 6 may be formed simply in an inclined shape or bent in an angular shape (see FIGS. 1, 2, and 5 to 11). or,
As shown in FIG. 3, an auxiliary top piece 7a may be formed that protrudes forward from the vicinity of the second end of the upright portion 6 of the hanger B. This hanger B is integrally formed from plate pieces by press working, and is provided with reinforcing ribs as shown in the embodiment. C is a base material provided on the top or side surface of the structure, and in the embodiment shown in FIG. A metal support member 9 having a hat-shaped cross section is provided approximately along the inclination direction of the roof, etc., so that the support member 9 is spaced at appropriate intervals (for example, approximately 30 cm).
There are many such facilities with a length of approximately 1 m). A heat insulating plate of 1°, such as a foamed synthetic resin plate, wood wool plate, or rock wool plate, is placed between the side protrusions between the adjacent metal supports 9.9. In the embodiment shown in FIG. 1, a base material C is constituted by the metal supporting material 9 and the heat insulating plate 1o. In addition, in the embodiments shown in FIGS. 6, 10, and 11, the structure JfAB of the wooden main building, etc.
A wooden support member 11 such as a rafter is provided on the roof orthogonally (including substantially perpendicularly) to the roof, etc., and is installed at an appropriate interval (for example, about 30 cm to about 1 m).
A large number of them are installed side by side, and a base board 12 such as a field board or wood siding is laid on top of these. This figure 6, figure 10, figure 11
In the illustrated embodiment, the wooden supporting material 11 and the base plate 12 constitute a base material C. Also, as shown by the dotted line in FIG. 5, the metal support 9 having a hunt-shaped cross section is replaced with a metal support 9 such as C-shaped steel, without placing the heat insulating plate 10 on it, and instead of using a metal support 9 made of C-shaped steel or the like. Material 9,9. . . . only, or the hunt-shaped cross section metal support members 9, 9.・・・・・・
Even if it is only ..., it is included in the scope of base material C.

Further, a wooden support material 11 is placed on the wooden structural material 8, and the base plate I2 is not laid on top of the wooden support material 11,1.
1. Even if it is composed of only..., it is included in the scope of the base material C. In such a case, as shown in FIG. 5, building boards A for horizontal beams with heat insulating material 4 are often used.

On the top of the gate-shaped part of the metal support member 9, horizontal architectural plates are placed at regular intervals in the longitudinal direction (corresponding to the width of the horizontal beam architectural board A in the width direction). A protrusion 9a having a triangular or semicircular cross section to which the protruding strip 1a of the plate A can be engaged.

9a, . . . are provided as shown in FIG. 2, FIG. 12, etc. In addition, as shown in FIGS. 9 and 13, side protrusions 9b, 9b, . They may be provided on the support member 9 at regular intervals. 1 and 12 on the lower surface of the metal supporting member 9 having a hat-shaped cross section.
As shown by the dotted line in the figure and the dotted line in Fig. 13, a heat insulating material 9c is provided as necessary.

Reference numeral 13 denotes a moisture-proofing material, which is laid on the upper surface of the base material C by asphalt roofing or the like. Although this moisture-proofing material 13 is shown in FIGS. 6, 10, and 11, it is omitted in FIGS. 2, 2, etc. 14 is a long metal strip,
A triangular or semicircular cross section that allows the protruding strips 1a of the horizontal curtain construction board A to be locked at regular intervals in the longitudinal direction (corresponding to the working width in the width direction of the horizontal curtain construction board A) The shaped protrusions 14a, 14a, -=--- are shown in FIGS. 6, 10, and 14.

It is provided as shown in FIG. This strip plate 14 is provided when the base material C is made of the base plate 12 or the like.

The protruding strip 1a to the horizontal curtain building board is engaged with the protrusion 9a of the metal support 9 of the base material C or the protrusion 14a of the band plate 14 thereon, while the protrusion 1a extends from the metal support 9 or Band plate 14
The base material C is made so that the horizontal direction 1'-1'll + the longitudinal direction of the building board A is orthogonal (including approximately orthogonal) to the longitudinal direction of the base material C.
placed on top. Then, while the rear part of the lower part 2 of the horizontal curtain construction board A is pressed by the hanger B, the attachment part 5 of the hanger B is pressed.
Attach drill screws, screws, bolts, nails, etc. to the metal support material 9 or wooden support material 11 of the base material C.
(It is fixed at 15. At this time, the hanger 7-I is fixed to the base material C, and the hanger B is attached to any part of the footing part 2 to the R7i roofing building board. It is in a pressed state without being fixed at all. Then, the upper part 3 of the horizontal building board A adjacent to the lower part 2 of the horizontal building board is engaged, and the suspension is suspended. The role of child B (piece 7 is used for architectural use on the adjacent side surface) It is installed to support the lower surface of the main plate 1 near the upper part 3, and each part of the hanger B is connected to the lower part 2. Upper part 3
The lower part 2 and the upper part 3 are not inserted at all between the engagement points, and a part or the whole of the lower part 2 and the upper part 3 are in close contact over the entire length, and these are repeated one after another to form the roof or the upper part 3. The horizontal frame enclosures of walls, etc. are roofed.

Further, when the sub-top piece 7a is formed on the hanger B as shown in FIG. It will be done. In this case as well, the lower part 2 and the upper part 3 are still partially or substantially in close contact with each other. Also, the dotted line in Figure 3, the 7th
As shown in the dotted line in the figure, when the upper rib part 3 of the adjacent horizontal curtain building board A is engaged with the lower rib part 2, the hanging part 2 of the lower rib part 2
A substantially triangular gap 16 is formed as necessary between the vertical piece of the C or inverted U-shaped portion 2g, the hanging portion 3a of the upper ridge portion 3, and the portion of the main plate 1 closer to the upper ridge portion 3. There is.

Next, the effects will be explained.

In the present invention, a protruding strip 1a facing in the longitudinal direction is bulged near one end of the main plate 1, and the entire cross section is approximately inverted letter-shaped or approximately inverted cor-shaped above one side η11). A lower part 2 is formed below the other side of the main plate 1.
A top part 3 that can be engaged with is formed to form a horizontal construction board, and the horizontal construction board A is placed on a base material C, and its protruding stripes 1a are placed on the base material C. Projections 9a, 1 provided at regular intervals
4a, press the rear part of the lower frame part 2 with a hanger B, fix the hanger B to the base material C, and then attach the horizontal curtain building board A.
The lower part 2 of the side curtain is engaged with the part 3 of the adjacent building board A, and the top piece 7 of the hanger B supports the lower surface of the main plate 1 near the upper part 3. By doing this, firstly, it is possible to create an extremely strong mounting structure against positive and negative loads, and secondly,
Thirdly, it can cope well with thermal expansion and contraction in the longitudinal direction of the architectural board A for horizontal curtains.Fourthly, the roofing pitch can be set to 6'W, and the roofing can be simplified. Moreover, it has effects such as being able to be done quickly.

To explain these effects in detail, first, the rear part of the hanger B of the lower leg part 2 is pressed, the hanger I3 is fixed to the base material C, and the top piece 7 of the hanger B is attached to the adjacent By supporting the 1ζ side of the main plate 1 near the upper part 3, the lower part 2 and the upper part 3 of the hanger B type 1114 piece 7 are supported. It is not inserted between the engagement parts, and can maintain a part or substantially the whole of the lower part 2 and the upper part 3 in close contact,
In addition, since the protruding strips 1a to the horizontal frame building board Fj are locked to the protrusions 9a and 14a on the base material C, the main plate 1 is attached at one place on the main plate of the horizontal frame building board A. Even if an alternating load such as strong wind pressure (negative) or wind pressure load is applied to lift the protruding strip 1a and the protruding portion 9a.

14a, the engagement part will not loosen when it is locked with 14a, and it can be provided as a strong engagement part. Also, the top piece 7 of the hanger B can be used to connect the construction board for the adjacent horizontal beam. Since the lower surface of the main plate 1 near the upper part 3 of A can be supported, the main plate 1
Even if the upper part 3 (under water side) has a bulging shape at the engagement point, the structure is such that the entire engagement point is supported by the hanger B and fixed to the base material C. Therefore, in terms of structural mechanics, the entire engagement portion can be fixed to the base material C. In this way, 1) the lower part 2 and the upper part 3 are partially or entirely engaged over the entire length, and 2) the rear part of the upper part 2 is pressed with the hanger B. ■ Protruding strip 1a
and the protrusions 9a and 14a are in a locked state, ■Hipper B
The support of the lower surface of the main plate 1 near the upper beam part 3 by the top piece 7 acts synergistically to provide a horizontal rod outer enclosure with extremely superior strength. Therefore, it is completely possible to eliminate the problem of deformation and damage to the engagement part between the lower part 2 and the upper part 3 when a worker steps on the engagement part of the lower part 2 and the upper part 3 during construction of the outer part of the horizontal rod.

In this way, the entire engagement part is strong, and the lower part 2
If part or all of the upper part 3 and the upper part 3 can be maintained in close contact over the entire length, it is possible to reliably prevent the plate rattling phenomenon even if a strong wind pressure load or the like is applied. Therefore, unlike in the past, between the hangers, the second part of the hanger is floating relative to the lower part of the hanger, and not only is it impossible to securely install the hanger, but also the alternating loads due to wind loads, etc. This solves all the major drawbacks that often occur when it comes off and scatters.

In addition, the architectural board A for the horizontal beam is made of a material with high elasticity (copper, etc.)
Even if the area where the construction board A for the horizontal beam is installed has a large temperature difference - ζ, the construction board for the horizontal beam will thermally expand and contract in response to the outside temperature in the longitudinal direction. However, in the present invention, the hanger B and the building board A for the horizontal beam are not in a fixed state at all, and each is in an independent state even though they are pressed, and the building board A for the horizontal beam is Even if thermal expansion and contraction occurs, the hanger B is free, so that it is possible to create a side-roofed enclosure that does not generate any thermal stress or deformation strain. In particular, in the present invention, the tip of the lower part 2 is not locked to the locking part of the hanger B, but only the rear part of the lower part 2, such as the middle, is pressed by the hanger B. Because of this, its lower part 2
The sliding movement between the hanger B and the hanger B can be made smooth, and even if the side construction board is thermally expanded and contracted, the hanger B can be freely moved. Therefore, the main plate 1 of the horizontal B building board A exposed on the outer surface can be made to have almost no deformation strain. This allows for a strong connection structure in which almost no deformation or strain occurs even when subjected to external forces such as earthquakes. Therefore, it is possible to prevent the conventional decrease in strength due to thermal strain and the plate cracking phenomenon caused by thermal strain.

Further, the construction board A for the horizontal beam is placed on the base material C, and the protruding strips 1a are provided at regular intervals on the base material C, with protrusions 9a,
Since it is locked to 14a, if the roofing is done while being locked to this, the pitch of the roofing can be made accurately. In particular, the longer the length of the horizontal H construction board, the more the disadvantage that errors often occur on the left and right sides can be eliminated at once. Furthermore, even if the hanger B, which is a separate member from the metal support plate 9, is used, it is not necessary to allocate the roofing pitch in the roofing direction, and the roofing can be done simply and quickly. In addition, while the claw-shaped suspenders integrated with the metal tarp ensure the pitch of the roofing, the base of the claw-shaped suspenders has the disadvantage of being particularly weak in strength due to metal fatigue. In the invention, the problem is solved and the hanger B has strength,
Moreover, the roofing pitch can be accurately determined.

As mentioned above, strength, resistance to heat expansion/contraction glue, workability,
The structure is extremely simple and can be implemented at a relatively low cost, even though it provides innovative effects such as prevention of plate ringing.

In addition, by attaching the heat insulating cover 4 to the lower surface of the construction board A for the horizontal beam, it is possible to construct a horizontal beam outer enclosure with excellent heat insulation performance. Furthermore, if a triangular gap 16 is formed between the lower part 2, the upper part 3, and the part of the main plate 1 closer to the upper part 3, as shown in FIGS. 1 to 3, capillary action can be prevented. It can prevent 4 people from getting rainwater inside.

[Brief explanation of the drawing]

FIG. 1 is a perspective view of the present invention, FIG. 2 is a vertical cross-sectional side view of FIG. 1, FIG. 3 is a vertical cross-sectional side view of another embodiment of the present invention, FIG. 10 are longitudinal sectional side views of another embodiment of the present invention, FIG. 11 is a perspective view of main parts of the present invention, and FIG.
2 and 13 are perspective views of the metal support system, and FIGS. 14 and 15 are perspective views of the band plate. 8... Architectural board for horizontal rods, 1... Main board,
1a...protruding ridge, 2...lower leg, 3
...Upper part, B...Hipper, 7...
... Top piece, C ... Base material, 9a, 14a
······protrusion.

Claims (1)

[Claims] (1) An example of a main plate, in which a protruding strip facing in the long-term direction is formed protrudingly near the end, and a lower part whose overall cross section is approximately inverted letter-shaped or approximately inverted U-shaped is provided above one end of the main plate; An upper part that can engage with the lower part is formed on the lower side of the main plate than the other side of the main plate to form a building board for the horizontal beam, and the building board for the horizontal beam is placed on the base material and the The protruding strips are locked to protrusions provided at regular intervals on the base material, the rear part of the lower part is pressed with a hanger, and the cough hanger is fixed to the base material, and the construction board for the horizontal beam is assembled. The upper part of the construction board for the horizontal beam is engaged with the lower part of the board, and the top piece of the hanger supports the lower surface of the main board near the upper part. Lateral rod enclosure.