JPH09177251A - Earthquake and wind resistant tile roofing technique using stable wood piece - Google Patents

Earthquake and wind resistant tile roofing technique using stable wood piece

Info

Publication number
JPH09177251A
JPH09177251A JP33536995A JP33536995A JPH09177251A JP H09177251 A JPH09177251 A JP H09177251A JP 33536995 A JP33536995 A JP 33536995A JP 33536995 A JP33536995 A JP 33536995A JP H09177251 A JPH09177251 A JP H09177251A
Authority
JP
Japan
Prior art keywords
roof
horizontal
vertical
tiles
tile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP33536995A
Other languages
Japanese (ja)
Other versions
JP2934181B2 (en
Inventor
Teruyoshi Nakao
彰克 中尾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
IYAMA KAWARA KYOGYO KUMIAI
Original Assignee
IYAMA KAWARA KYOGYO KUMIAI
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by IYAMA KAWARA KYOGYO KUMIAI filed Critical IYAMA KAWARA KYOGYO KUMIAI
Priority to JP7335369A priority Critical patent/JP2934181B2/en
Publication of JPH09177251A publication Critical patent/JPH09177251A/en
Application granted granted Critical
Publication of JP2934181B2 publication Critical patent/JP2934181B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the entry of rainfall from gaps which are caused by the lift-up of tiles engaged with muntins, leading to insufficient roofing of each other neighboring tiles, and the wetting of roof joints, the entry of wind and the turn-up, rotation and scattering of tiles which result therefrom. SOLUTION: After several horizontal muntins 1 are constructed for roof joints, a muntin placing process to crossingly construct several muntins 2 on the horizontal muntins 1 and a tile placing process to lock hitches A2 provided on the hip side of tiles A to the horizontal muntins 1 placed in the mumtin placing process and lock stable wood pieces A1 provided on the hip side of the tiles A to the muntin 2 are applied. In this way, the stable wood pieces provided on conventional tiles are used to prevent the rotation, scattering and dislocation of the tiles and exhibits earthquake and wind proofing effect.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、瓦の尻側裏面に設けら
れた安定駒を利用する耐震・耐風瓦葺工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic / wind resistant roofing construction method using a stabilizing piece provided on the rear side of the roof of a roof tile.

【0002】[0002]

【従来の技術】従来、瓦葺工法は、屋根地の横棧を利用
する方法が一般であり、その一例を説明すると、屋根地
に数本設けた横棧の内、先ず、軒先の横棧に安定駒を枕
とし(当接し)、当該横棧に瓦の尻側に設けた引掛け
(以下、引掛けとする。)を係止した後に、釘止めす
る。このような作業及び手順により軒先の瓦が葺工され
る。そこで、続いて、この軒先に葺工された瓦を目安と
して、地割り(きき幅寸法を決定)を決定した後、例え
ば、何れかの隅の瓦(隅瓦)を葺工した後、この隅瓦を
基準として棟方向に向かって葺工する。この際、一般的
には墨付け印又は水糸をガイドとして、整然と葺工され
るように工事が行われる。以後は、桁方向に向かって順
次前述とほぼ同様な方法により葺工がなされる。以上の
操作及び手順により屋根が葺き上げられていくが、次の
ような問題がある。即ち、瓦の裏面の下地(横棧)当り
部は通常曲面である。したがって、安定駒が横棧に安定
して当接して葺工されないと、当該瓦の支点が移動し、
その納まりが不安定となること、及び緊結効果が減殺さ
れること、等の弊害が発生することが知られている。
2. Description of the Related Art Conventionally, the roof tile construction method has generally been a method of utilizing a horizontal cauldron of a roof, and an example thereof will be described. The stabilizing piece is used as a pillow (abuts), and a hook (hereinafter referred to as a hook) provided on the side of the roof of the roof tile is locked on the side wall and then nailed. The roof tiles on the eaves are roofed by such work and procedure. Then, subsequently, using the roof tiles that were erected on the eaves as a guide, after determining the ground division (deciding the width of the cut), for example, after roofing a tile in one of the corners (corner tile), The roof tiles will be used as a standard toward the ridge. At this time, generally, the work is carried out so as to perform the orderly roofing by using the black marking or the water thread as a guide. After that, the roofing is sequentially performed in the direction of the girder by a method substantially similar to the above. The roof is raised up by the above operation and procedure, but there are the following problems. That is, the base (horizontal) contact portion on the back surface of the roof tile is usually a curved surface. Therefore, unless the stable piece is in stable contact with the horizontal board and is not roofed, the fulcrum of the roof tile will move,
It is known that such troubles may become unstable and that the tightening effect may be diminished.

【0003】また従来の葺工法は、下の瓦(軒先方向の
瓦を云う。)を基準とする葺工法、又は横棧或いは屋根
地に設けた墨入れを基準とする葺工法、これらの葺工法
の併用等が挙げられる。そして、これらの葺工法では、
棟から軒先に対する美しいラインが形成されない(縦足
が形成されない)こと、また墨入れ等他の作業が必要と
なり煩雑かつ非能率であること、等の問題がある。また
引掛けによる係止と釘止めによる瓦の固定式葺工法であ
ることから、耐震・耐風に対する備えが十分でない問題
がある。尚、その他の葺工法で、耐震・耐風構造の瓦に
よる耐震・耐風葺工法(以下、耐震・耐風とする。)が
ある。この耐震・耐風は、横棧に瓦の引掛けによる係止
と、釘止めとを介して当該瓦を屋根地に固定するととも
に、隣接する瓦(隣接する瓦とは、屋根地に対する(以
下同じ)上下方向、左右方向、又は傾斜方向、その他の
方向)相互間で係止、押え込み、嵌合、釘止め、連繋等
により緊締する構成がある。しかし、この耐震・耐風
は、屋根地との係止関係が引掛けと、釘止めとによる連
結にとどまっており、根本的な瓦の固定葺工法とは言い
難い。
Further, the conventional roofing method is a roofing method based on a lower roof tile (referred to as a roof tile direction), or a roofing method based on a blackboard provided on a horizontal coffin or a roof, and those roofing methods. A combination of construction methods can be used. And with these roofing methods,
There are problems that a beautiful line from the ridge to the eaves is not formed (longitudinal legs are not formed), and it is complicated and inefficient because other work such as inking is required. In addition, since it is a fixed roofing method of roof tiles that is locked by hooking and nailed, there is a problem that it is not sufficiently prepared for earthquake resistance and wind resistance. There are other roofing methods, such as earthquake-resistant and wind-resistant roofing methods using earthquake-resistant and wind-resistant roof tiles (hereinafter referred to as earthquake-resistant and wind-resistant). This seismic and wind resistance is fixed to the roof ground through the locking of the roof tiles by hooking the roof tiles to the side wall and nailing, and adjacent tiles (adjacent roof tiles to the roof ground (the same applies below. ) Up-down direction, left-right direction, or tilt direction, and other directions) There is a configuration in which they are tightened by locking, pressing, fitting, nailing, connecting, or the like. However, this quake- and wind-resistant property is limited to the locking relationship with the roof and the connection by nailing, and it is hard to say that it is the fundamental roof tile fixing method.

【0004】以上のことを考慮の上、先行技術文献(以
下、単に文献とする。)を調査した処、次のような文献
があるので、概述します。
In consideration of the above, prior art documents (hereinafter, simply referred to as documents) are searched, and the following documents are available.

【0005】(1)特開平2−292449号の瓦葺工
法における瓦棧木の並設施工方法と、これに用いる棧木
組立て体の発明がある。この発明は、横棧木を固定した
後、更にその上に縦棧木を瓦の横方向の並設寸法(割付
け寸法)に合せて、縦棧木を釘打ちにより固定し、瓦の
後端部の凸縁を横棧木に係止するとともに、一部を縦棧
木に係止しながらこの縦棧木に沿って順次瓦葺を行なう
ことを特徴とする。
(1) There is an invention of a method of arranging tiles in parallel with the tile in the roofing method of Japanese Patent Laid-Open No. 2-292449, and an assembly of the logs used for the method. This invention, after fixing a horizontal cauldron, further aligns a vertical cauldron on it in parallel with the laterally-arranged dimension (allocation dimension) of the roof tile, and fixes the vertical cauldron by nailing, and the rear end of the tile. It is characterized in that the convex edge of the part is locked to the horizontal lumber, and part of the part is locked to the vertical lumber, and tiles are successively placed along the vertical lumber.

【0006】(2)特開平3−69752号の屋根の瓦
葺工法とこれに使用する瓦棧木の発明がある。この発明
は、屋根地に数本設けた瓦棧木に、横方向の瓦割付け寸
法に相当する所定間隔毎に、瓦の後端部裏面に有する凸
起もしくは凹部による係止部が横方向に係合する係合手
段を設けておき、この係合手段に対する前記係止部の係
合により瓦を横移動不能に葺設することを特徴とする構
成である。
(2) There is an invention of a roof tile construction method of Japanese Patent Laid-Open No. 3-69752 and an invention of a roof tile used therefor. According to the present invention, a plurality of roof tiles are provided on a roof, and a locking portion formed by a protrusion or a recess on the rear surface of the rear end of the roof tile is laterally arranged at predetermined intervals corresponding to the lateral tile allocation dimension. It is characterized in that engaging means for engaging is provided in advance, and the roof tile is erected laterally immovable by the engagement of the engaging portion with the engaging means.

【0007】[0007]

【発明が解決しようとする課題】前述の如く、従来の葺
工法は、屋根地(特に縦棧)と瓦との連繋関係を保つ構
成を採用しないことから、耐震・耐風又は葺工時におけ
る作業の簡略化、分業化、等の面で課題を残す処であ
る。
As described above, the conventional roofing method does not employ a structure for maintaining the connection between the roof (especially the vertical shaft) and the roof tiles. It is the place where problems remain in terms of simplification, division of labor, etc.

【0008】また前記文献の中で特開平2−29244
9号の発明は、縦棧に瓦の係合凹部を係止させる構成で
あることから、確かに屋根地との連繋強化は図れるが、
瓦に係合凹部を設ける構成となり、在来の一般的な瓦が
採用できないこと、及び縦棧が横棧に対して大きく立設
される構成であるので、縦棧に係合する側の瓦が持上げ
られて隣接する瓦の葺き合せが十分でなく、いわゆる隙
間が生ずる虞れがある。したがって、当該隙間よりの雨
水の侵入及びこれに起因する屋根地のぬれの問題又は同
隙間よりの風の侵入及び瓦のめくり上げ・回転並びに飛
散等が発生する課題が考えられる。また特開平3−69
752号の発明は、瓦に細工を要することから、前述の
文献とほぼ同様な課題があること、及び横棧にいちいち
係合手段を設ける必要があり、取付け作業の複雑化、熟
練が要求されること、等の課題がある。
Further, in the above-mentioned document, JP-A-2-29244
Since the invention of No. 9 has a structure in which the engaging recess of the roof tile is locked on the vertical shaft, it is possible to surely strengthen the connection with the roof ground,
Since the roof tile is provided with an engaging recess, a conventional general roof tile cannot be used, and the vertical shaft is largely erected with respect to the horizontal shaft. There is a risk that the roof tiles will be lifted and the roof tiles of the adjacent roof tiles will not be sufficiently joined, and so-called gaps will occur. Therefore, it is considered that rainwater may invade from the gap and that the roof may get wet due to the intrusion of wind, or wind may invade from the gap and roof tiles may be turned up / rotated and scattered. In addition, JP-A-3-69
The invention of No. 752 has a problem similar to that of the above-mentioned document because the roof tiles need to be worked, and it is necessary to provide an engaging means for each lateral shaft, which requires complicated installation work and skill. There are issues such as things to do.

【0009】[0009]

【課題を解決するための手段】先ず、第一の発明は、在
来の瓦に設けた安定駒を利用して、瓦の回転防止、飛散
防止、ズレ防止等の効果を達成し、かつ耐震・耐風効果
が発揮できること、等を意図して、下記の構成を採用す
る。
[Means for Solving the Problems] First of all, the first invention utilizes a stabilizing piece provided on a conventional roof tile to achieve the effects of preventing the roof tile from rotating, scattering, shifting, and seismic resistance. -The following configuration is adopted with the intention of exerting the windproof effect.

【0010】即ち、本発明は、屋根地に数本の横棧を施
工した後、この横棧にクロス状に数本の縦棧を施工する
棧の布設工程と、この布設工程で布設された前記横棧に
瓦の尻側に設けた引掛けを係止するとともに、前記縦棧
に前記瓦の尻側に設けた安定駒を係止する瓦の布設工程
と、で構成される安定駒利用の耐震・耐風瓦葺工法であ
る。
That is, according to the present invention, after the construction of several horizontal coffins on the roof ground, a cauldron laying step of constructing a plurality of vertical groves in a cross shape on the horizontal cauldron, and the laying in this laying step Utilizing a stable piece, which comprises a step of laying a roof tile that locks a hook provided on the rear side of the roof tile on the horizontal shaft and locks a stable piece provided on the rear side of the roof tile on the vertical horizontal shaft. It is the earthquake and wind resistant roofing method.

【0011】また、第二の発明は、在来の瓦に設けた安
定駒を利用して、瓦の回転防止、飛散防止等を達成し、
かつ縦棧と横棧との高低差(段差)を少くして、隣接瓦
間に隙間・ガタ等を生じないようにすること、等を意図
して、下記の構成を採用する即ち、本発明は、屋根地に
数本の横棧を施工した後、この横棧にクロス状に数本の
縦棧を施工するとともに、この縦棧の内底面を前記横棧
とほぼ同一面となるようにする棧の布設工程と、この布
設工程で布設された前記横棧に瓦の尻側に設けた引掛け
を係止するとともに、前記縦棧に前記瓦の尻側に設けた
安定駒を係止する瓦の布設工程と、で構成される安定駒
利用の耐震・耐風瓦葺工法である。
The second aspect of the present invention utilizes a stabilizing piece provided on a conventional roof tile to achieve the roof tile rotation prevention and scattering prevention,
In addition, the following configuration is adopted with the intention of reducing the height difference (step) between the vertical and horizontal shafts to prevent gaps, rattling, etc. between adjacent roof tiles. After constructing several horizontal boards on the roof, and then constructing several vertical boards in a cross shape on this horizontal board, the inner bottom surface of this vertical board should be on the same plane as the horizontal board. And the hooks provided on the bottom side of the roof tiles are locked to the horizontal shafts laid in this installation step, and the stabilizing pieces provided on the bottom side of the roof tiles are locked to the vertical bars. It is a seismic and wind resistant roof tile construction method that uses stable bridges.

【0012】[0012]

【作用】以下、本発明の作用(葺工法)を説明する。The function (roofing method) of the present invention will be described below.

【0013】先ず、屋根地に数本の横棧を設けた後、こ
の数本設けた横棧の内、先ず、軒先の横棧に安定駒を枕
とし、当該横棧に前垂れ付き等の軒先瓦の引掛けを係止
した後に、釘止めする。このような作業及び手順により
軒先瓦を順次葺工し、軒先全体を葺工する。そこで、続
いて、この軒先に葺工された瓦を目安として、地割りが
決定されるので、この地割りを基準として縦棧を横棧上
に設ける。この縦棧は原則として、一本(一体)もの又
は拡縮形状等の構造の何れでもよいが、以下、一本もの
で説明すると、この縦棧の二箇所又は数箇所を釘止め、
ネジ止め、又はその他取付けにより固定する。勿論、こ
の固定には、例えば、曲尺、水糸を使用して固定する場
合、横棧に予め設ける位置を記した状態で固定する場
合、等色々の方法が採用できる。また当該横・縦棧又は
縦棧等の取付けと後述する瓦葺工とを併用する場合も有
る。そして、一例の如く、縦棧のほぼV字溝の内底面と
横棧の上面とがほぼ同一面として、後述する隣接瓦間に
隙間、ガタが生じない構成とする。これにより在来の横
棧のみによる葺工法と同様な施工効果が発揮できる構造
にする。
First, after providing a few horizontal cocoons on the roof, first of these several horizontal cocoons, a stable piece is used as a pillow on the side of the eaves, and the eaves with front drip etc. After locking the hook of the roof tile, nail it. By such work and procedure, eave roof tiles are sequentially roofed, and the entire eave roof is roofed. Therefore, subsequently, since the ground division is determined using the roof tiles that have been erected at the eaves as a guide, a vertical stile is provided on the horizontal stile based on this ground division. As a general rule, this vertical cauldron may have either a single (integrated) structure or a structure such as an expanded / contracted shape.
Secure with screws or other attachment. Of course, for this fixing, various methods can be adopted, for example, when using a measuring tape or water thread, or when fixing in a state where the position to be provided on the horizontal shaft is marked. There is also a case where the installation of the horizontal / vertical shafts or the vertical shafts is used together with the roofing work described later. Then, as in an example, the inner bottom surface of the substantially V-shaped groove of the vertical shaft and the upper surface of the horizontal shaft are substantially flush with each other, so that a gap or rattling does not occur between adjacent tiles described later. As a result, the construction effect is similar to that of the conventional roofing method using only the horizontal cauldron.

【0014】以上のようにして横・縦棧の取付けが終了
した場合、通常前記軒先瓦に続いて次の瓦を葺工する
が、この場合、縦棧のほぼV字溝に安定駒を係入、嵌
合、圧嵌、係止、接着、その他固定、係合、接合等によ
り設けるとともに、その引掛けを横棧に引掛ける。その
後、当該瓦を釘止めすると、当該瓦は縦・横棧に密着し
横棧に強固に緊締され、当該瓦と屋根地とは一体化され
る。また原則として、縦棧は横棧の一定位置で、かつ屋
根地の各所に設けられているので、水糸及び熟練を要さ
ず、各瓦を所定位置に、かつ筋が通った状態で美麗に葺
工できることと、この屋根地の各部位で、それぞれ葺工
作業が個別にできる等の特徴があり有益である。
When the installation of the horizontal and vertical stiles is completed as described above, the next roof tile is usually erected after the eaves roof tile. In this case, the stabilizing piece is attached to the substantially V-shaped groove of the vertical stile. It is provided by insertion, fitting, press fitting, locking, adhesion, other fixing, engagement, joining, etc., and the hook is hooked on the horizontal shaft. After that, when the roof tile is nailed, the roof tile is closely attached to the vertical / horizontal shafts and tightly tightened to the horizontal shafts, so that the roof tiles and the roof tile are integrated. As a general rule, the vertical shafts are provided at fixed positions on the horizontal shafts and at various places on the roof, so there is no need for water thread and skill, and each roof tile is in a predetermined position and in a beautiful state with straight lines. It is useful because it has the characteristics that it can be roofed and that the roofing work can be done individually at each part of this roof.

【0015】前記のようにして、前記瓦が葺かれた後
は、同様な作業及び手順により棟方向に向かって葺工す
る。以後は桁方向に隣接する瓦を前述と同様な操作及び
手順により順次葺工する。その後、順次瓦を葺工するこ
とにより、全屋根が葺工される。
After the roof has been roofed as described above, roofing is performed toward the ridge by the same work and procedure. After that, roof tiles adjacent to each other in the girder direction are sequentially processed by the same operation and procedure as described above. After that, by roofing the roof tiles in sequence, the entire roof is roofed.

【0016】[0016]

【実施例】以下、本発明の一実施例を図面を参照として
説明する。
An embodiment of the present invention will be described below with reference to the drawings.

【0017】1は屋根地Rに数本設けられた横棧で、在
来とほぼ同様な構成とする。そして、この横棧1には当
該横棧1と直交する数本の縦棧2が設けられており、こ
の縦棧2の好ましい一例を説明すると、V字形状とな
し、その内底面2aが横棧1の上面1aとほぼ同一面と
し、瓦Aがせり上がらない構成(瓦A、A間の隙間がで
きない構成、又は瓦A、A間にガタが発生しない構成、
等を含む)とする。したがって、縦棧2は板金構造、プ
ラスチック構造、その他薄肉部材で構成することがよ
い。またこのV字形状のほぼV字溝2bに前記瓦Aの安
定駒A1が設けられる。尚、図中A2は瓦Aの尻側A’
に設けた引掛け、A3は瓦Aの尻側A’に設けた釘穴を
それぞれ示す。図中3は縦棧2を横棧1に設ける釘を示
すが、一例である。また前記縦棧2は図4の如く、積層
可能な構成がよい。
Reference numeral 1 designates a horizontal shaft provided on the roof R and has a structure similar to the conventional one. And, this horizontal slat 1 is provided with several vertical slat 2 orthogonal to the horizontal slat 1, and a preferable example of the vertical slat 2 will be described. It is V-shaped and its inner bottom surface 2a is horizontal. A configuration in which the roof 1 is substantially flush with the upper surface 1a of the roof 1 and the roof tile A does not rise (a structure in which there is no gap between the roof tiles A, or a structure in which there is no play between the roof tiles A, A,
Etc.). Therefore, it is preferable that the vertical shaft 2 be made of a sheet metal structure, a plastic structure, or another thin member. Further, the stabilizing piece A1 of the roof tile A is provided in the substantially V-shaped groove 2b of the V-shape. In addition, A2 in the figure is the tail side A'of the roof tile A.
And A3 are nail holes provided on the rear side A'of the roof tile A, respectively. Reference numeral 3 in the figure shows a nail provided with the vertical shaft 2 on the horizontal shaft 1, but this is an example. Further, it is preferable that the vertical board 2 has a stackable structure as shown in FIG.

【0018】以上の如く構成した横・縦棧1、2を屋根
地Rに設けるが、先ず横棧1を屋根地Rにほぼ均等でか
つ棟(図示せず)と平行する方向に数本設けた後、当該
数本の横棧1にはクロス状に数本の縦棧2が順次設けら
れる。この横・縦棧1、2により屋根地Rに桝目状の瓦
棧が設けられるので、その後、順次瓦Aを葺工するが、
前述の如く、V字形状のほぼV字溝2bには瓦Aの安定
駒A1が設けられるとともに、横棧1に瓦Aの引掛けA
2を掛止めすることにより、当該瓦Aは屋根地Rに葺工
される。続いて、当該瓦Aを釘3により横棧1に緊締す
ることにより、当該瓦Aは屋根地Rに固定される(設け
られる)。この際、当該瓦Aの荷重は図5の如く、横棧
1に当接する当該瓦Aの尻側A’やや内方の裏面A’a
で受け止められる構成とし、縦棧2に荷重を掛けない構
成となっている。尚、内底面2aに設けられた安定駒A
1の底面A1’と当該瓦Aの尻側A’やや内方の裏面
A’aとがほぼ同一水平面上に位置し、隙間、ガタが生
じないように前記縦棧2の肉厚及び内底面2aの形状等
を構成する。
The horizontal / vertical shafts 1 and 2 constructed as described above are provided on the roof ground R. First, several horizontal shafts 1 are provided substantially evenly on the roof ground R and in a direction parallel to the ridge (not shown). After that, several vertical ledges 2 are sequentially provided in a cross shape on the several horizontal ledges 1. Since the roof tile R is provided with a grid tile tile by the horizontal and vertical rods 1 and 2, after that, the tile A is sequentially laid.
As described above, the stable piece A1 of the roof tile A is provided in the V-shaped substantially V-shaped groove 2b, and the roof tile 1 has the hook A of the roof tile A.
The roof tile R is roofed by hooking 2. Subsequently, the roof tile A is fixed (provided) to the roof ground R by tightening the roof tile A on the horizontal shaft 1 with the nail 3. At this time, the load of the roof tile A is, as shown in FIG. 5, the rear side A′a which is slightly inward of the bottom side A ′ of the roof tile A that abuts on the lateral wall 1.
It is configured so that it can be received by and the load is not applied to the vertical shaft 2. In addition, the stabilizing piece A provided on the inner bottom surface 2a
1, the bottom surface A1 'of the roof tile A and the rear surface A'a of the roof tile A slightly inward are located on substantially the same horizontal plane, and the wall thickness and the inner bottom surface of the vertical shaft 2 are formed so that gaps and backlash do not occur. The shape of 2a is configured.

【0019】尚、図6は縦棧2の他の一例を示してお
り、縦棧2を分割形状として伸縮自在にした構成例であ
り、各縦棧2にそれぞれ係止部2cが設けられている。
この係止部2cは鍵片、ガイド孔と突起、その他係止等
の各構成を含む。
FIG. 6 shows another example of the vertical cauldron 2, which is an example of a structure in which the vertical cauldron 2 has a split shape and is expandable and contractible. Each vertical cauldron 2 is provided with a locking portion 2c. There is.
The locking portion 2c includes key pieces, guide holes and protrusions, and other components such as locking.

【0020】[0020]

【発明の効果】本発明は、以上で詳述した如く、横・縦
棧で桝目状の瓦棧を形成し、この瓦棧及び安定駒等を利
用して、順次葺工する方法であるので、瓦の回転防止、
飛散防止、ズレ防止、滑落防止等に役立つこと、及び耐
震・耐風瓦の葺工法として有益である。また安定駒を利
用することから、葺工の容易化、スピード化、簡易化、
分業化等に役立つこと、及び瓦の有効・有益利用が図れ
ること、等の効果を有する。更に水糸の省略並びに葺工
作業の簡略・簡易化等に役立ち有益である。また前記の
如く、縦棧と安定駒との利用により、葺工工事の機械化
に途を開く等の工事の安全性の向上及び簡略化、スピー
ド化に役立つ発明である。
Industrial Applicability As described in detail above, the present invention is a method of forming a grid-shaped tile stile with horizontal and vertical stiles, and using this tile stile and a stabilizing piece, etc., to successively perform a roofing work. , Roof tile rotation prevention,
It is useful for preventing scattering, slipping, and slipping, and is useful as a method for constructing earthquake- and wind-resistant roof tiles. In addition, since stable pieces are used, it is easier, faster, and easier
It has effects such as being useful in the division of labor and being able to achieve effective and beneficial use of roof tiles. Furthermore, it is useful because it helps to omit water threads and simplifies and simplifies the roofing work. Further, as described above, the invention is useful for improving the safety, simplification and speeding up of construction work such as opening the way for mechanization of the roof construction work by using the vertical shaft and the stabilizing piece.

【図面の簡単な説明】[Brief description of the drawings]

【図1】瓦と横・縦棧の関係を示す拡大斜視図である。FIG. 1 is an enlarged perspective view showing the relationship between roof tiles and horizontal / vertical shafts.

【図2】葺工の一例を示す斜視図である。FIG. 2 is a perspective view showing an example of a roofing process.

【図3】縦棧と横棧との連繋を示す要部斜視図である。FIG. 3 is a perspective view of a main part showing a connection between a vertical shaft and a horizontal shaft.

【図4】縦棧の積層を示す正面図である。FIG. 4 is a front view showing a stack of vertical swords.

【図5】横棧と瓦との関係を示す拡大正面図である。FIG. 5 is an enlarged front view showing the relationship between the horizontal shaft and the roof tile.

【図6】縦棧の他の一例を示した要部の拡大斜視図であ
る。
FIG. 6 is an enlarged perspective view of a main part showing another example of a vertical shaft.

【符号の説明】[Explanation of symbols]

1 横棧 1a 上面 2 縦棧 2a 内底面 2b ほぼV字溝 2c 係止部 3 釘 A 瓦 A’ 尻側 A’a 裏面 A1 安定駒 A1’ 底面 A2 引掛け A3 釘穴 R 屋根地 1 Horizontal board 1a Upper surface 2 Vertical board 2a Inner bottom surface 2b Almost V-shaped groove 2c Locking part 3 Nail A Roof tile A'Butt side A'a Rear surface A1 Stabilizing piece A1 'Bottom surface A2 Hook A3 Nail hole R Roof land

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 屋根地に数本の横棧を施工した後、この
横棧にクロス状に数本の縦棧を施工する棧の布設工程
と、 この布設工程で布設された前記横棧に瓦の尻側に設けた
引掛けを係止するとともに、前記縦棧に前記瓦の尻側に
設けた安定駒を係止する瓦の布設工程と、 で構成される安定駒利用の耐震・耐風瓦葺工法。
1. A method of laying a cauldron, in which several horizontal cauldrons are constructed on a roof, and then a plurality of vertical cauldrons are constructed in a cross shape on the horizontal casket, and the horizontal cauldron laid in this laminating process Tile laying process that locks the hooks provided on the bottom side of the roof tiles and locks the stable pieces provided on the bottom side of the roof tiles to the vertical shaft. Tile roof construction method.
【請求項2】 屋根地に数本の横棧を施工した後、この
横棧にクロス状に数本の縦棧を施工するとともに、この
縦棧の内底面を前記横棧とほぼ同一面となるようにする
棧の布設工程と、 この布設工程で布設された前記横棧に瓦の尻側に設けた
引掛けを係止するとともに、前記縦棧に前記瓦の尻側に
設けた安定駒を係止する瓦の布設工程と、 で構成される安定駒利用の耐震・耐風瓦葺工法。
2. A plurality of horizontal slats are constructed on the roof, and then several vertical slats are constructed in a cross shape on the horizontal slat, and the inner bottom surface of the vertical slat is substantially flush with the horizontal slat. The step of laying the stile so that the slab is laid, and the hooks provided on the bottom side of the roof tile are locked to the horizontal stiles laid in this laying process, and the stabilizing pieces provided on the butt side of the roof tile on the vertical stile. The roof tile laying process that locks the roof, and the earthquake- and wind-resistant roof tile construction method that uses the stable bridge.
【請求項3】 上記縦棧は薄板で形成されたほぼV字溝
をなし、かつこの縦棧のほぼV字溝の内底面を上記横棧
とほぼ同一面に施工されることを特徴とする請求項1又
は請求項2に記載の安定駒利用の耐震・耐風瓦葺工法
3. The vertical cauldron has a substantially V-shaped groove formed of a thin plate, and the inner bottom surface of the substantially V-shaped groove of the vertical cauldron is constructed to be substantially flush with the horizontal cauldron. Seismic and wind resistant roofing construction method using the stable piece according to claim 1 or 2.
JP7335369A 1995-12-22 1995-12-22 Seismic and wind resistant roofing method using stable pieces Expired - Lifetime JP2934181B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7335369A JP2934181B2 (en) 1995-12-22 1995-12-22 Seismic and wind resistant roofing method using stable pieces

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7335369A JP2934181B2 (en) 1995-12-22 1995-12-22 Seismic and wind resistant roofing method using stable pieces

Publications (2)

Publication Number Publication Date
JPH09177251A true JPH09177251A (en) 1997-07-08
JP2934181B2 JP2934181B2 (en) 1999-08-16

Family

ID=18287769

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7335369A Expired - Lifetime JP2934181B2 (en) 1995-12-22 1995-12-22 Seismic and wind resistant roofing method using stable pieces

Country Status (1)

Country Link
JP (1) JP2934181B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103352542A (en) * 2013-07-09 2013-10-16 浙江横店建筑工程有限公司 Conjoined Chinese-style tile

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62194352A (en) * 1986-02-17 1987-08-26 石野瓦工業株式会社 Construction method of roof tile

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62194352A (en) * 1986-02-17 1987-08-26 石野瓦工業株式会社 Construction method of roof tile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103352542A (en) * 2013-07-09 2013-10-16 浙江横店建筑工程有限公司 Conjoined Chinese-style tile

Also Published As

Publication number Publication date
JP2934181B2 (en) 1999-08-16

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