JPH0621513B2 - Method of arranging tiled timbers side by side in the tile roof method, and timber assembly used for this - Google Patents

Description

Description: TECHNICAL FIELD The present invention relates to a method of arranging tiled timbers in parallel in a roof tile roof construction method, and a timbered assembly used therefor.

[Prior Art] Conventionally, in the roof tile construction method, as shown in FIG. 12, a large number of rafters (51) are provided on a main building (52) eaves girders and purlins.
And lay a base plate (55) on the rafter (51),
After laying a waterproof layer (56) made of a roofing material such as water-jet paper on this base plate (55), roofing is done on it, using tile piers without using thatch. In the so-called tile timber construction method, a large number of timbers (62) are nailed and fixed at intervals corresponding to the climbing dimension of the tile (K), and then the timber (62) is used to Convex edge on the back of the end
(K) is locked and thatched.

In particular, in the roof tile construction method using the vertical and horizontal splints proposed by the present applicant (Japanese Patent Laid-Open No. 62-194352), after the horizontal splints (62) are fixed, the vertical splints (61) are further provided thereon.
According to the side-by-side dimensions (allocation dimensions) of the roof tile (K),
Fix the vertical stake (61) by nailing, lock the convex edge (K) at the rear end of the roof tile (K) to the horizontal stake (62), and partially lock it to the vertical stake (61). On the other hand, tiles are tiled in sequence along the vertical pier (61).

In the roof tile construction method above, the base plate (55) is stretched and the waterproof layer
The following procedure is generally used to install tile timbers in parallel on the roof (A) on which (56) is laid.

As shown in FIG. 13 [a], first, a standard black marking (63) is performed in the roof slope direction at a substantially central position of the roof surface (A) in the left and right direction, and a required interval that enables the black marking in the left and right direction is performed. At the same time, the same blacking (63) as the reference in the gradient direction is performed. Further, at the positions of the above-mentioned reference black marking (63) (63), the climbing leg size (10) of the tiles (K) juxtaposed in the roof slope direction is indexed, and the black marking mark ( 64)

After that, as shown in FIG. 7B, black marking (64) is performed in the right and left direction at right angles to the roof slope direction for each climbing leg size in accordance with the black marking (64). According to (65),
Secure the horizontal spar (62) to the roof surface (A) by nailing means.

Then, in the tile roof construction method using the vertical crosspiece proposed by the present applicant, after fixing the horizontal crosspiece (62) as described above, as shown in FIG. Accordingly, after laying the ground in the left and right direction and tensioning the water thread,
Standard black marking in the roof slope direction at required intervals in the left-right direction
(66) Then, a black marking (67) is added for each of the above-mentioned ground allocation dimensions. Then, as shown in FIG. 6 (d), ink marking (68) in the direction of the roof slope is performed for each of the markings (67) of the allocation dimension, and the vertical stake (61) is nailed in accordance with this ink marking (68). It is fixed on the horizontal pier (62) by means or the like.

[Problems to be Solved by the Invention] However, in the above-described conventional method of arranging tile tiles in parallel,
It is necessary to perform the work of allocating the roof surface, inking, and striking the piers at a fairly small interval for each of the many piers that are arranged side by side on the roof surface, which is extremely time-consuming.
It requires a lot of labor and the construction period becomes long.

In particular, when using vertical piers in parallel in addition to horizontal piers,
Since there are a large number of piers, the work such as carrying the piers onto the roof surface is troublesome, and the number of steps required for allocating the roof surface, inking, and hammering the piers increases more and more. It requires a lot of work on the roof surface, requires a considerable degree of skill for the work, and the construction period is even longer.

In view of the above, the present invention, as a method for arranging tile tiles in the tile roof construction method, does not require the complicated work as described above.
Just by installing and fixing in parallel a peg assembly assembled in a predetermined shape that was indexed according to the roof surface and roof tile dimensions etc.
It was invented for easy construction.

[Means for Solving the Problem] The first aspect of the present invention is to make a tile roofing method in which vertical and horizontal tile stakes are fixed to a roof surface on which a ground surface is formed, and the tiles are locked to the vertical and horizontal tile stakes to perform roofing. In order to solve the above-mentioned problems, in particular, in order to solve the above problems, a plurality of vertical piers and horizontal piers are provided in advance, and the roof tiles are locked to these piers in the slope direction of the roof. So that they can be juxtaposed side by side,
The horizontal piers correspond to the climbing dimensions of the roof tiles, and the vertical piers are arranged in a grid on the top side of the horizontal piers at intervals corresponding to the tile allocation dimension in the horizontal direction. It is characterized in that a predetermined number of bodies are indexed according to the roof surface, a required number of them are formed, and the above-mentioned pier assembly bodies are sequentially arranged and fixed to the roof surface on which the ground surface is formed. .

A second aspect of the present invention relates to a pier assembly used in the above-described parallel installation method, wherein a plurality of vertical piers and horizontal piers are provided, and roof tiles are locked on both the vertical and horizontal piers. So that they can be juxtaposed one after the other in the slope and lateral directions of the roof,
The horizontal piers correspond to the climbing dimensions of the roof tiles, and the vertical piers are arranged in a grid pattern on the top side of the horizontal piers at intervals corresponding to the tile allocation dimension in the horizontal direction. It is formed in a predetermined planar shape indexed accordingly.

In the above, as the pier assembly, vertical piers are arranged on one of the left and right side portions, and the end portions of the horizontal pier are left protruding on the other side portion, and / or the horizontal piers are provided on the upper and lower one side portions. In addition to the above, the other side of the vertical pier is left in a protruding shape and is formed in a substantially rectangular shape in plan view. There is one in which diagonal slats are arranged on the hypotenuse to be attached to the part and assembled in a substantially triangular shape, and these splint combinations are appropriately combined and used according to the roof type.

[Operation] In the above-described method for arranging tiled timbers in parallel according to the present invention, a pier assembly, which is constructed by arranging a plurality of vertical piers and horizontal piers in a grid pattern, is used to form a roof on which a ground is formed. They are sequentially arranged and fixed to the surface, and by this, the vertical stiles and the horizontal stiles can be installed in parallel at predetermined intervals.

In particular, in the case of the present invention, the pier assembly includes a plurality of vertical piers and horizontal piers, respectively, the horizontal pier corresponds to the climbing dimension of the roof tile, and the vertical pier is the lateral tile allocation on the upper surface side of the horizontal pier. Since it is arranged in a grid at intervals corresponding to the dimensions and connected at each intersection, by using this pier assembly, each horizontal pier corresponds to the climbing dimension of the roof tile over the entire roof surface. At the same time, the vertical stiles are also laid out on the upper surface side of the horizontal stiles over the entire roof surface at intervals corresponding to the layout dimension of the horizontal ground division.

In addition, a vertical roof bar is arranged on one of the left and right sides, and / or a horizontal bar is disposed on one of the upper and lower sides, and a barb assembly formed in a substantially square shape in a plane is installed side by side to form a normal roof. In the plane, vertical and horizontal piers can be installed side by side at predetermined intervals. In addition, a peg assembly in which diagonal pegs are arranged on the hypotenuses of the vertical and horizontal pegs and assembled in a substantially triangular shape is such that the hypotenuses are aligned with a corner ridge or valley of the roof. Vertical and horizontal piers can be installed side by side at predetermined intervals near the ridges and valleys. Therefore, by properly combining these splint assemblies according to the roof type, vertical and horizontal splints can be easily installed side by side on various types of roofs as described above.

[Examples] Next, embodiments of the present invention will be described below with reference to the drawings.

1 (a) to 1 (b) are explanatory views of the construction procedure of the present invention, and each [a] in FIGS. 2 to 9 exemplifies a peg assembly used in the present invention. .

In the figure, (1) is a purlin (2), eaves girders (3) and rafters hung over the purlins, and (5) is a field stretched over the rafters (1) to form the ground. The main plate, (6), is a waterproof layer made of waterproof paper or other roofing material laid on the main plate (5), which constitutes the roof surface (A).

As shown in the figure, the pier assembly (10) used in the present invention comprises a plurality of vertical piers (11) and horizontal piers (12), each of which is vertically and horizontally arranged at a predetermined interval set according to the tile size and the like. And the nailing means (14) at the intersection (13).
It is made up of pieces assembled in a predetermined plane shape and size, which are joined according to the roof surface (A). Then, the horizontal stakes (12) are arranged side by side with the roof tiles (K), and the climbing leg dimension (l0) of the roof tiles (K) is arranged so that the convex edge (K1) on the rear surface of the rear end can be locked.
Are arranged at intervals (l1) corresponding to.

The vertical pier (11) is the pier assembly (1
(0), the roof tile (K)
Are arranged at intervals (l2) corresponding to the lateral allocation dimension of the roof tile (K) so that the engaging recesses (K2) having a part of the convex edge (K1) can be locked and juxtaposed in order. There is.

Fig. 2 shows a pier assembly (10) that is used in a normal roof surface (A) and has a substantially square shape in a plane. Vertical piers (11) are arranged on one of the left and right sides, and this is used as a reference. As the above interval (l
2) Arrange the vertical piers (11) for each, and at the other side part opposite to this, connect the end (12a) of the horizontal pier (12) to the vertical pier (11) (1).
A length corresponding to the interval (l4) between 1) is made to remain in a protruding shape so as to form a substantially square shape in a plane. Furthermore, the horizontal splints (12) are arranged on one of the upper and lower sides, for example, on the lower side as shown in the figure, and each horizontal splint (12) is arranged at each interval (l1) with this as a reference, and relative to this. On the upper side facing, a vertical pier (11)
The end portion (11a) of this is left in a protruding shape by a length corresponding to the interval (l3) between the horizontal crossbars (12) (12).

By forming in this way, when the above-mentioned pier assembly (10) is juxtaposed on the roof surface (A), the above-mentioned horizontal pier (1
The end (12a) of 2) and the end (11a) of the vertical splint (11) are located on the sides of the adjacent splint assembly (10).
Alternatively, if you make a match with the horizontal pier (12),
(11) (12) can be installed in a straight line at regular intervals.

On a normal roof surface (A), the above-mentioned pier assembly (1
0) is used, but Figs. 3 to 5 are provided near the eaves and sleeves.
The jetty assembly shown may also be used.

Fig. 3 shows a pier assembly used near the eaves on the roof (A).
(10) is basically the same as in the case of FIG. 2 above, but at the lower side corresponding to the tip of the eaves, a tile seat (in the shape of a triangular shape in cross section instead of a horizontal pier) 15) is arranged and the vertical pier
The end portion of (11) is connected to this to configure.

FIG. 4 and FIG. 5 respectively show the splint assembly (10) used near the left and right sleeves of the ordinary roof surface (A). Of these, the pier assembly (10) shown in FIG.
With the basic structure shown in the figure, a vertical roof tile (16) with a substantially triangular cross-section is arranged on the right side instead of the vertical splint, and this is connected to the horizontal splint (12) to form a planar rectangular shape. It is constructed and used for the right side sleeve part of the roof surface (A). Further, the pier assembly (10) of FIG. 5 has the same basic configuration as that of FIG. 2 as described above, and a vertical roof tile (16) having a triangular cross section is arranged on the left side portion to form a horizontal pier (12). The end part of is joined to this to form a substantially square shape in a plane, and is used for the left sleeve part of the roof surface (A). When these are used in the vicinity of the eaves, it is possible to arrange a tile seat similar to the above on the lower side.

If the tile seat (15) and the vertical tile seat (16) are separately fixed to the eaves and sleeves of the roof surface (A) in advance, respectively, the pier assembly (Fig. 3 to 5) ( 10) is unnecessary,
Install using only the pier assembly (10) shown in FIG.

When the vertical and horizontal splints (11) (12) are assembled in a substantially rectangular shape by the nailing means (14) as described above, they can be folded in a parallelogram shape in a bulky manner, and handling such as transportation is possible. It will be easier.

Fig. 6 and Fig. 7 are planer triangles used near the corner ridge (A1) where the roof surface (A) and the roof surface (A) intersect in the odd roof such as illustrated in Fig. 6 (b). Figure 1 shows a shaped stake assembly (10). In the case of these pier assemblies (10), the piers (11) and (12) in the vertical and horizontal directions are arrayed in the same manner as described above and joined, and the right side portion is further connected to the vertical pier (11) and the lateral pier (1).
In contrast to 2), there is a slanted upper left hypotenuse (Fig. 6), or the left side is the upper right hypotenuse (Fig. 7), and the slanted piers (A1) along the hypotenuse ( 17) is arranged to form a substantially triangular plane, and the one shown in FIG. 6 is shown in FIG.
Is used for the right corner ridge, and the one in FIG. 7 is used for the left corner ridge as shown in FIG.

Also in the case of these pier assemblies (10), in order to use the pier assemblies (10) of FIGS. 2 and 3 mentioned above in parallel,
At the side facing the hypotenuse, the end (12
a) is formed so as to protrude by a length corresponding to the interval (l4) (Fig. 6), or a vertical crosspiece (11) is arranged (Fig. 7). Further, as for the one used near the eaves, it is possible to arrange a tile seat instead of the horizontal pier on the lower side.

FIG. 8 and FIG. 9 are schematic plan views used near the valley (A2) where the roof surface (A) and the roof surface (A) intersect in the T-shaped roof and the like illustrated in FIG. A triangular pier assembly (10) is shown. Also in the case of these pier assemblies (10), the piers (11) (12) in the vertical and horizontal directions are connected in the same manner as described above, and the lower side part is diagonal to the piers (11) and the lateral piers (12). It is either an uphill hypotenuse (Fig. 8) or an upper left hypotenuse (Fig. 9), and is constructed by arranging diagonal piers (18) along the valley (A2). The one shown in FIG. 8 is used for the right valley as shown in FIG. 8B, and the one shown in FIG. 9 is used for the left valley as shown in FIG.

Also for this pier assembly (10), as in the above, the second
The horizontal peg (12) and / or the vertical peg at the side and the upper side facing the slanted peg so that the peg assembly (10) shown in FIGS. (1
Formed by leaving each end (12a) (11a) of 1) protruding for a length corresponding to the interval (l3) between the vertical piers (11) (11) or the horizontal piers (12) (12). Or, it is constructed by arranging a vertical splint (11) on the side.

Each of the above-mentioned pier assemblies (10) is manufactured in a factory or the like, but at this time, by using an appropriate form or tool, dimensioning, arrangement, coupling, etc. can be mechanically performed, The size is appropriately set according to the tile size and roof surface. Normally, the horizontal and vertical dimensions are about 1.0 to 3.0 m for flat rectangular shapes, and the vertical and horizontal dimensions are 1.0 to 3.0 meters for flat triangular shapes. It is set within the range of about 2.0m. In addition, the vertical pier (11) and the horizontal pier (12) usually have a thickness of 10 ~
Although it is made of wood of about 20 mm, other crosspieces such as synthetic resin material and metal material can be used. Further, in the case of a synthetic resin material or a metal material, it is possible to integrally form the vertical and horizontal crosspieces (11) and (12).

Then, in the method of arranging tiled timbers in parallel according to the present invention, the above-mentioned timber assembly (10) preassembled in a factory or the like is used to carry out the construction, and an ordinary flat substantially square roof such as a gable roof. As for the surface (A), the required number of square pier assemblies (10) shown in Fig. 2 to Fig. 5 are used, and odd-shaped roofs, T-shaped roofs and other corner ridges (A1) and valleys (A2) are used. For the roof you have,
2 to 5 and the rectangular skate assembly (10), and FIG.
This is carried out by using the required number of triangular peg assemblies (10) shown in FIG.

The procedure of this parallel construction will be described with reference to FIG.

As shown in Fig. 1 [a], first, on the roof surface (A) on which the waterproof layer (6) on which the base plate (5) is stretched is laid, is the timber assembly (10) used for it. The marking (21) is made in accordance with, and the marking (21) at the required position is also marked (22) in the roof slope direction. At this time, in some cases, a reference stile or tile seat is fixed to the eaves and sleeves of the roof surface (A) by nailing means before the above-mentioned black ink striking.

After the above-mentioned sumi-brushing, the above-mentioned stake assembly (10) is sequentially juxtaposed on the roof surface (A) in line with the line and the mark (21) in FIG. Each of the fixed parts is fixed to the roof surface (A) by nailing means. If the roof tiles have been previously fixed to the eaves and sleeves of the roof surface (A), the stake assembly (10) shown in Fig. 2 may be installed side by side. If the tiles are not fixed, , The pier assembly (10) of Fig. 2 is arranged in the central area of the roof surface (A), and the pier assembly (10) of Fig. 3 is located near the eaves.
Further, the skate assembly (10) shown in FIGS. 4 and 5 may be arranged on the right sleeve part and the left sleeve part, respectively, and fixed in parallel.

In addition, by attaching and fixing the flat shaped forming pier assembly (10) indexed according to the roof surface (A) in order from the end of the roof surface (A), the black marking (21) and Standard ink printing
(22) can be omitted. Further, when the shape of the roof such as an open roof is not at right angles to the eaves, it is possible to adjust the layout in the vicinity of the open part or the like, and to pierce the vicinity by a conventional hand-casting method.

By arranging the pier assemblies (10) side by side in this way, the piers (11) and (12) in the vertical and horizontal directions can be installed side by side at predetermined intervals over the entire roof surface (A). That is, each horizontal pier
(12) are installed side by side at an interval (l1) corresponding to the climbing dimension of the roof tile (K), and each vertical splint (11) is installed side by side at an interval (l2) corresponding to the layout dimension of the horizontal ground division. Will be done.

Therefore, multiple vertical piers (11) and horizontal piers (12) respectively
Since they can be handled as an integral part and can be installed and fixed side by side as they are, compared with the case where one each of the sprues is installed and fixed side by side, allocation, roofing, arrangement, nailing, etc. on the roof surface (A) Each work can be greatly simplified.

In addition to the roof surface (A) of a general wooden house in which the field ground is formed by the field board (5) of the above-mentioned embodiment, the present invention is also the tenth aspect.
As shown in the figure, a hard cement board is placed on the main building material (42) such as shaped steel.
The roof surface of a so-called steel field (A) where (43) is stretched and used as the ground
Also, as shown in FIG. 11, the so-called RC field roof surface is used as a field ground by layering mortar and the like (45) using pearlite or sawdust on the RC concrete slab (44).
Also in (A), the above-mentioned timber assembly (1
By using 0), the horizontal and vertical piers (11) and (12) can be installed side by side. In the figure, (46) is an H-shaped steel, and (47) is a roof tile.

[Advantages of the Invention] As described above, according to the juxtaposed construction method of the present invention, since the construction is performed by using the peg assembly formed of a plurality of vertical pegs and horizontal pegs formed in advance in a factory or the like. By simply fixing the pier assemblies side by side, the piers in the vertical and horizontal directions are spaced at predetermined intervals, that is, the piers correspond to the climbing dimensions of the roof tiles, and the vertices in the horizontal direction are the roof tiles on the upper surface side of the roof piers. It can be installed in parallel at intervals corresponding to the layout dimensions.

Therefore, it becomes easy to install the stiles side by side in the roof tile gazette, in which the roof tiles are locked to both the vertical and horizontal stiles, respectively. It is possible to greatly simplify each work such as allocating, ink-striking, juxtaposing, nailing and fixing, and the workability is good, and the construction period can be greatly shortened. In addition, the vertical and horizontal stakes are straightened side by side, and the tiles that are locked to these stakes can be arranged side by side straightly in both the roof slope direction and the horizontal direction. Will be easier.

Therefore, by setting the required number of the peg assembly having a shape and size according to the roof surface, the peg construction method can be easily implemented. In addition, the construction of a tiled roof that requires skilled skills can be easily done without requiring skill, and it is also useful for training young contractors.In addition, the computerization of the allocation of the pier assembly makes for complicated tiled construction. The proximity of
It can also contribute to rationalization.

Further, since the above-mentioned pier assembly can be handled as an integral body, it can be easily transported and handled such as being carried on the roof and can be manufactured in a factory or the like. , Fixing, etc. are easier than on the roof, and the dimensional accuracy is easy to obtain.
Further, it is easy to mechanize this manufacturing work, the construction work can be rationalized, and the construction period and construction cost can be shortened.

[Brief description of drawings]

1 [a] and [b] are schematic plan views showing a construction procedure of the parallel construction method of the present invention, and [a] of each of FIGS. 2 to 9 show a pier assembly used in the present invention. An example plan view,
Each of FIGS. 2 to 5 [b] is a cross-sectional view of the state in which each of the pier assemblies is used on the roof surface, and each of [b] in FIGS. 6 to 9 is the use place of the pier assembly of the same diagram. FIG. 10 and FIG. 11 are partial cross-sectional views showing an embodiment in which the roof surface type is different, and FIG. 12 is a partial perspective view illustrating the pier roofing method. FIG. 13 [a] to [d] are schematic plan views showing the construction procedure of the conventional construction method of juxtaposed piers. (1) …… Rafters, (5) …… Field plates, (6) …… Waterproof layer, (A)
…… Roof surface, (10) …… Piece assembly, (11) (31) …… Vertical peg, (12) …… Horizontal peg, (13) …… Cross section, (14) …… Nail driving means, (21) …… Inking mark, (22) …… Inking line, (A1)
…… Corner ridge, (A2) …… valley, (l1) …… Layout pier arrangement interval,
(l2) …… The interval between the vertical piers.

Claims (5)

[Claims] 1. A tile roofing method in which vertical and horizontal roof tiles are fixed to a roof surface on which a ground is formed, and the roof tiles are locked to the vertical roof tiles to perform tile roofing, respectively. The horizontal piers correspond to the climbing dimensions of the roof tiles, and the vertical piers are on the upper surface side of the horizontal piers so that the roof piers can be juxtaposed in the slope direction and the lateral direction of the roof by locking the roof piers to these piers. In the above, the timber assembly, which is arranged in a grid pattern at intervals corresponding to the tile allocation dimension in the horizontal direction and is connected at the intersections, is formed into a predetermined planar shape indexed according to the roof surface to form the required number. A method for arranging tiled timbers in parallel in the tile roof construction method, characterized in that the timbered assemblies are sequentially arranged and fixed on a roof surface on which a ground surface is formed. 2. A horizontal stake is a climbing foot of a tile so that a plurality of vertical stiles and a horizontal stake can be respectively juxtaposed to each other in the slope direction and the horizontal direction of the roof by locking the tiles on these vertical and horizontal shackles. Corresponding to the dimensions, the vertical stiles are arranged in a grid on the upper surface side of the horizontal stiles at intervals corresponding to the tile allocation dimension in the horizontal direction,
A pier assembly that is formed into a predetermined planar shape that is joined at each intersection and is indexed according to the roof surface. 3. The pier assembly according to claim 2,
A pier assembly in which a vertical pier is arranged on one of the left and right sides, and the other side of the pier is formed into a substantially rectangular planar shape while leaving the end of the transverse pier projecting. 4. The crossbar assembly according to claim 2 or 3, wherein horizontal crosspieces are arranged on one of the upper and lower sides, and the other side of the vertical crosspiece is left in a protruding shape. A peg assembly formed into a shape. 5. The jetty assembly according to claim 2, wherein:
A pier assembly that is oblique to the vertical pier and the horizontal pier and is arranged in a substantially triangular shape by arranging the piers on the hypotenuses to be added to the corner ridges or valleys of the roof.