JP2811471B2 - Earthquake-resistant building - Google Patents

Earthquake-resistant building

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Publication number
JP2811471B2
JP2811471B2 JP16500389A JP16500389A JP2811471B2 JP 2811471 B2 JP2811471 B2 JP 2811471B2 JP 16500389 A JP16500389 A JP 16500389A JP 16500389 A JP16500389 A JP 16500389A JP 2811471 B2 JP2811471 B2 JP 2811471B2
Authority
JP
Japan
Prior art keywords
pedestal
tile
roof
descending
door
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.)
Expired - Lifetime
Application number
JP16500389A
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Japanese (ja)
Other versions
JPH0328445A (en
Inventor
嘉人 釣場
Original Assignee
有限会社かわら技研
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Publication date
Application filed by 有限会社かわら技研 filed Critical 有限会社かわら技研
Priority to JP16500389A priority Critical patent/JP2811471B2/en
Publication of JPH0328445A publication Critical patent/JPH0328445A/en
Application granted granted Critical
Publication of JP2811471B2 publication Critical patent/JP2811471B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] この発明は、台座、降り桟瓦および降り面戸瓦の組合
わせ固定による、耐震耐風機能の強化された降り棟構造
に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a descending ridge structure having an enhanced seismic and windproof function by combining and fixing a pedestal, a descending gable, and a descending door tile.

[従来の技術] 降り棟列の最下層に葺設する桟瓦を降り桟瓦、その上
層に葺き重ねる面戸瓦を降り面戸瓦とそれぞれ称するこ
とにする。
[Background Art] A roof tile that is laid on the lowermost layer of a row of descending ridges is referred to as a descending tile, and a face tile that is laid on an upper layer is referred to as a descending tile.

従来技術1は、実用公開昭和63年第174231号「瓦屋根
降り棟組合わせ構造」によるもので、この例1は第7図
(1),(2)に示すように、桟瓦表中央流水部分を避
けた位置に突起35を突設した受桟瓦36に、これに合わせ
た脚部37を有する受台のし瓦38を載設組合わせて棟台部
を構成するものである。またその例2は第7図(3),
(4)に示すように、上記受桟瓦36に代わって一般的な
アーチ部39を設けた雪止め瓦40を利用し、このアーチ部
39に合わせた形状の脚部を41を有する受台のし瓦42を載
設組合わせて棟台を構成するものである。
The prior art 1 is based on the practical combination disclosed in 1988, No. 174231, "Tile Roof Descending Building Combination Structure". As shown in FIGS. In this case, a ridge-base portion is constructed by mounting and combining a receiving-roof tile 38 having a leg portion 37 corresponding to the receiving-roof tile 36 having a projection 35 protruding from a position avoiding the above. Example 2 is shown in FIG.
As shown in (4), in place of the receiving tile 36, a snow guard tile 40 provided with a general arch part 39 is used.
A pedestal is constructed by mounting and combining a receiving roof tile 42 having leg portions 41 shaped in accordance with 39.

従来技術2は、特許公開昭和60年第138155号「台座
瓦」によるもので、第8図に示すように棟列に下部台座
瓦43を設置固定して、桟瓦46の端を受樋部45上に載置
し、上部台座瓦47をその裏面の凹部48が下部台座瓦の支
持部44に嵌合係止し面戸部49の下縁が桟瓦46を迎え挟み
込むように載置組合わせして、嵌合間隙にシックイ18を
充填固定し、これらの上に棟瓦を積載構成するものであ
る。
The prior art 2 is based on Patent Publication No. 138155, No. 138155, “Pedestal tile”. As shown in FIG. The upper pedestal tile 47 is placed on the upper pedestal tile 47 so that the concave portion 48 on the back surface thereof is fitted and locked to the support portion 44 of the lower pedestal tile, and the lower edge of the face door portion 49 receives and sandwiches the cross tile 46. The fitting gap is filled with the chic 18 and fixed thereon, and the roof tiles are stacked thereon.

[発明が解決しようとする課題] 従来技術1の課題は、受桟瓦と受台のし瓦の組合わせ
固定にやや不安感が残ることである。
[Problem to be Solved by the Invention] The problem of the prior art 1 is that a feeling of uneasiness remains in the combination and fixing of the receiving tile and the receiving tile.

従来技術2の課題は、これは台座を利用するための引
用であって、この技術そのままでは桟瓦葺き面のうちの
1列の上に構設しなければならない降り棟には直接使用
できないことである。
The problem with prior art 2 is that this is a quotation for using a pedestal, and this technique cannot be used directly on a descending ridge that must be constructed on one row of the tiled roof surface with this technique as it is. is there.

この発明は、以上の欠点を除いて屋根基材に対して確
実な固定を行ない、施工技術上にも熟練を要しない組合
わせ方式で信頼性の高い耐震構造の降り棟台を構成する
ことを目的としている。
This invention eliminates the above-mentioned drawbacks and ensures that the roof base is securely fixed to the roof base material, and that a highly reliable earthquake-resistant landing block is constructed by a combination method that does not require skill in construction technology. The purpose is.

[課題を解決するための手段] 以下、この発明を実施例の図面に基づいて説明する。[Means for Solving the Problems] Hereinafter, the present invention will be described with reference to the drawings of the embodiments.

発明の実施例1は、先ず降り桟瓦については第1図
(1),(2)に示すように、左右に分割可能な一体成
形された降り桟瓦Aの例であるが、表中央側には葺設し
たとき台座Dに接するような棟台幅に相当する間隔を置
いて屋根の流れ方向と並行の止水凸条1,2を突設し、尻
部R側にはそれぞれ釘孔3,4を穿設し、さらに止水凸条
1,2の間の頭部T寄りに分水凸条7を突設する。使用時
には、第1図(3),(4)に示すように止水凸条1,2
の内側で切断し中央帯6の部分を除いた両外側部の降り
桟瓦A1,A2を利用するが、またこに示す左右別体のもの
をあらかじめ製作しておいて使用してもよい訳である。
なお、降り棟の最上段の水平棟際には一体成形され切断
しない降り桟瓦Aタイプのものを葺設するのが、ただし
この瓦は第1図(5)に示すようにその止水凸条1,2の
分水凸条7に接する部分を切除して中央の流水を両側に
分流することが望ましい。
Embodiment 1 of the invention is an example of an integrally formed descending tile A which can be divided into right and left as shown in FIGS. 1 (1) and (2). Waterproof ridges 1 and 2 are installed at intervals corresponding to the width of the ridge base so as to be in contact with the pedestal D when laid. Drill 4
A water diversion ridge 7 protrudes near the head T between 1 and 2. At the time of use, as shown in Fig. 1 (3), (4),
Use the downside roof tiles A 1 and A 2 on both sides except for the central band 6 by cutting inside the inside, but separate left and right shown here may be manufactured in advance and used. It is a translation.
It is to be noted that, at the uppermost horizontal ridge of the descending ridge, a type of descending roof tile A, which is integrally formed and not cut, is laid. However, as shown in FIG. It is desirable to cut off the portion in contact with the ridges 1 and 2 to divide the central running water to both sides.

降り面戸瓦Bについては第2図(1),(2),
(3)に示すように、両外側の面戸部9を屋根の流れ方
向の戻り勾配に対応する傾斜高として上端が屋根面と並
行になるよう形成し、平板部10はその裏面側に台座Dに
跨座する凹部11を、また表には凹部11の上を避けた両側
に溝条13,14と、その内側中央側面に係止金具19を係止
する係止突起12または係止凹部50をそれぞれ設けるもの
である。なお、平板部10の中央線から左右に分割容易な
形状にしておき、使用時に分割して幅調整などができる
ことが便宜有利であり、また分割しない場合のために中
央線上の適当な位置に釘孔15を穿設しておくことが望ま
しい。
Figure 2 (1), (2),
As shown in (3), both outer side doors 9 are formed so as to have a slope height corresponding to the return gradient in the flow direction of the roof so that the upper end is parallel to the roof surface, and the flat plate portion 10 has a pedestal D on its back surface side. The grooves 11 and 14 are provided on both sides avoiding the recess 11, and the locking protrusions 12 or the locking recesses 50 are provided on the inner central side surface thereof to lock the metal fittings 19. Are provided. In addition, it is convenient and advantageous to make the shape easy to divide right and left from the center line of the flat plate portion 10 and to divide it at the time of use so that the width can be adjusted. Preferably, a hole 15 is provided.

これらによる降り棟の構成は第3図(1)ないし
(9)に示すが、先ず安心のため棟列となる屋根面に集
水シート20を敷設し、この中央に台座Dを設置してこれ
を屋根基材21に釘16を打って固定し、台座Dの両側に降
り桟瓦Aを左右に分割したまたは左右別体の降り桟瓦
A1,A2を載置してそれぞれの尻部R側釘孔3,4を釘止めす
るが、このとき安定のため望ましくはその裏面に桟瓦の
戻り勾配と湾曲裏面に応じた形状の瓦座23a,bを敷設し
ておく方がよい。次にこれらの上に降り面戸瓦Bをその
裏面の凹部11が台座Dに跨座嵌合するよう載置して、係
止金具19を係止突起12に設定して釘17をもって台座Dに
固定し、さらに溝条13,14にモルタルまたはシックイ18
を充填するものである。なお、軒端部には集水シートの
レベル調整のため軒端台24を設置する。また、これらの
上の上層棟瓦積載構成は充分な耐震構造のものであるこ
とが望ましい。
The structure of the descending ridge by these is shown in Fig. 3 (1) to (9). First, the water collecting sheet 20 is laid on the roof surface which is the row of ridges for security, and the pedestal D is installed in the center of this. Is fixed to the roof base material 21 by hitting a nail 16, and the downspout A is divided on the both sides of the pedestal D and divided into right and left or separated downright and left.
A 1, A 2 and will be nailed respective buttocks R Gawakugiana 3,4 is placed, tiles in this case preferably a shape corresponding to the back curve and the return gradient of桟瓦on the back surface for stable It is better to lay the seats 23a and 23b. Next, the descending door tile B is placed on these so that the concave portion 11 on the back surface thereof is fitted to the pedestal D, and the locking metal fitting 19 is set to the locking projection 12, and the nail 17 is used to hold the pedestal D. And mortar or chic 18 on grooves 13 and 14.
Is to be filled. At the eaves end, an eaves end stand 24 is installed to adjust the level of the water collecting sheet. In addition, it is desirable that the upper-level building tile loading configuration above these has a sufficient earthquake-resistant structure.

実施例2は、先ずその降り桟瓦2Aについては第4図
(1),(2)に示すように表中央に台座2Dの底を係止
する凸部26を形成し、その一部に釘孔27を穿設するもの
で、尻部Rの釘孔5は実施例1に準じて設ける。なお、
凸部26はの流れ方向の長さや数などまたは釘孔27の数等
は任意に選択すればよい。
In the second embodiment, first, as shown in FIGS. 4 (1) and 4 (2), a projection 26 for locking the bottom of the pedestal 2D is formed at the center of the front of the descending tile 2A, and a nail hole is formed in a part thereof. The nail hole 5 of the butt R is provided in accordance with the first embodiment. In addition,
The length and number of the protrusions 26 in the flow direction or the number of nail holes 27 may be arbitrarily selected.

降り面戸瓦2Bについては第5図(1),(2)に示す
ように、両側の面戸部7は実施例1と同様に屋根の流れ
方向の戻り勾配に対応する傾斜高を有して上端が屋根面
と並行になるように形成し、平板部30の裏面中央に台座
2Dに跨座嵌合する凹部28およびその表側に係止突起31を
設けてその一部に釘孔29を穿設するものである。なお、
平板部10表両側には実施例1と同様に溝条13,14を設け
る。
As shown in FIGS. 5 (1) and (2), as for the descending door tile 2B, the side door portions 7 on both sides have a slope height corresponding to the return gradient in the flow direction of the roof, as in the first embodiment. Formed so that the upper end is parallel to the roof surface, and a pedestal
A concave portion 28 that fits straddling the 2D and a locking projection 31 on the front side thereof are provided, and a nail hole 29 is formed in a part thereof. In addition,
Grooves 13 and 14 are provided on both sides of the flat plate portion 10 as in the first embodiment.

これらによる降り棟の構成は、第6図(1)に示すよ
うに屋根面棟列に降り桟瓦2Aを配列して尻部R側を釘止
めし、その凸部26に跨座嵌合するよう台座2Dを設置し
て、これを降り桟瓦2Aの釘孔を介して釘34により屋根基
材21に固定し、降り面戸瓦2Bをその凹部28が台座2Dに跨
座嵌合するよう載置してこれを台座2Dに釘34をもって固
定するものである。台座2Dの形状は第6図(2),
(3)に示す。また、降り面戸瓦2Aの溝条13,14にはモ
ルタルまたはシックイ18を充填して棟列方向および上層
棟瓦間の連結を行うことが望ましい。その他は実施例1
と同様である。
As shown in FIG. 6 (1), the structure of the descending ridge is configured such that the descending tiles 2A are arranged in the roof ridge row, the butt R side is nailed, and the straddle 26 is fitted over the convex portion 26. The pedestal 2D is installed, and the pedestal 2D is fixed to the roof base 21 with nails 34 via the nail holes of the downspread tile 2A, and the downdoor tile 2B is placed so that the recess 28 of the shingle 2D fits over the pedestal 2D. Then, this is fixed to the pedestal 2D with the nail 34. The shape of the pedestal 2D is shown in Fig. 6 (2),
It is shown in (3). Further, it is desirable to fill the grooves 13 and 14 of the descending door tile 2A with mortar or chic 18 so as to connect the building row direction and the upper building tile. Others are Example 1.
Is the same as

[作用] 上記のように、この発明の作用は次のとおりである。[Operation] As described above, the operation of the present invention is as follows.

(1)降り桟瓦はその尻部の釘止めにより固定され、台
座または降り面戸瓦の屋根基材に対する釘止めによって
より制止または抑止されて確実に固定される。
(1) The descending tile is fixed by nailing at the bottom, and is more securely restrained or restrained by the nailing of the pedestal or the descending door tile to the roof base material, and is securely fixed.

(2)降り面戸瓦は台座に跨座嵌合し、さらに台座に対
する釘止めを介して確実に固定される。
(2) The descending door tile is straddled on the pedestal and is securely fixed via nailing to the pedestal.

(3)係止金具の使用は、降り面戸瓦の固定の安全性を
高める。
(3) The use of the locking metal enhances the safety of fixing the downside door tile.

(4)降り面戸瓦の溝条へのモルタルまたはシックイ充
填によって、その棟列が一体的に連続固定される。
(4) The ridge row is integrally and continuously fixed by mortar or chic filling the groove of the descending door tile.

(5)降り棟の上部積載棟瓦は、降り面戸瓦の溝条への
モルタルまたはシックイ充填によって一体的に連結され
て、充分に高い耐震構造となる。
(5) The roof tiles on the upper part of the descending wing are integrally connected by filling mortar or chic in the groove of the descending door tiles to have a sufficiently high earthquake-resistant structure.

[発明の効果] この発明の効果を要約すると次のとおり。[Effects of the Invention] The effects of the present invention are summarized as follows.

(1)固定の信頼性が高く、したがって耐震性、耐風
性、防雨性、耐久性が極めて高い。
(1) The fixing reliability is high, and therefore, earthquake resistance, wind resistance, rain resistance, and durability are extremely high.

(2)組合わせ構造であるので、葺設作業が極めて容易
で、かつ迅速にできる。
(2) Because of the combination structure, the roofing work can be extremely easily and quickly performed.

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

第1図(1)ないし(5)は実施例1の降り桟瓦斜視
図,a−a断面図,中央帯切除斜視図,b−b断面図,止水
凸条切除斜視図、 第2図(1),(2)は同降り面戸瓦斜視図,c−c断面
図、 第3図(1)ないし(9)は同棟構成断面図,集水シー
ト斜視図,d−d断面図,台座斜視図,台座・降り桟瓦組
合わせ斜視図,瓦座斜視図,e−e断面図,軒端台斜視
図,f−f断面図、 第4図(1),(2)は実施例2の降り桟瓦斜視図,g−
g断面図、 第5図(1),(2)は同降り面戸瓦斜視図,h−h断面
図、 第6図(1),(2),(3)は同棟構成断面図,台座
側面図,i−i断面図、 第7図(1),(2),(3),(4)は従来技術1の
棟構成例1断面図,水平投影図,棟構成例2断面図,雪
止め瓦斜視図、 第8図は従来技術2の棟構成断面図である。 (主要部分の符号の説明) A(A1,A2),2A……降り桟瓦 B(B1,B2),2B……降り面戸瓦 D,2D……台座 R……尻部、T……頭部 1……止水凸条、2……止水凸条 3……釘孔、4……釘孔 5……釘孔、6……中央帯 7……分水凸条、8……釘 9……面戸部、10……平板部 11……凹部、12……係止突起 13……溝条、14……溝条 15……釘孔、16……釘 17……釘、18……シックイ 19……係止金具、20……集水シート 21……屋根基材、22……桟木 23a,b……瓦座、24……軒端台 25……凹部、26……凸部 27……釘孔、28……凹部 29……釘孔、30……平板部 31……係止突起、32……凹部 33……釘孔、34……釘 35……突起、36……受桟瓦 37……脚部、38……受台のし瓦 39……アーチ部、40……雪止め瓦 41……脚部、42……受台のし瓦 43……下部台座瓦、44……支持部 45……受樋部、46……桟瓦 47……上部台座瓦、48……凹部 49……面戸部、50……係止凹部
FIGS. 1 (1) to 1 (5) are perspective views of a down-spout roof tile, aa sectional view, central band cutaway perspective view, bb sectional view, water stop convex strip cutaway perspective view of Embodiment 1, FIG. 1) and (2) are perspective views of the door tile, c-c sectional view, and FIGS. 3 (1) to (9) are sectional views of the building, water collecting sheet perspective views, and dd sectional views. 4 (1) and 4 (2) are a perspective view of a pedestal, a perspective view of a combination of a pedestal and a descending roof tile, a perspective view of a roof tile, a cross-sectional view of ee, a perspective view of an eaves end table, and a cross-sectional view of ff. Perspective view of landing tile, g-
g sectional views, FIGS. 5 (1) and 5 (2) are perspective views of the same floor tile, hh sectional views, FIGS. 6 (1), (2) and (3) are sectional views of the same building, 7 (1), (2), (3) and (4) are sectional views of a ridge configuration example 1, a horizontal projection view, and a ridge configuration example 2 of the prior art 1. FIG. 8 is a sectional view of a building structure according to prior art 2. (Description of Signs of Main Parts) A (A 1 , A 2 ), 2A… Descending Tile B (B 1 , B 2 ), 2B… Descending Door Tile D, 2D… Pedestal R… T ... head 1 ... water stop ridge 2 ... water stop ridge 3 ... nail hole 4 ... nail hole 5 ... nail hole 6, central band 7 ... water split ridge, 8 ... nail 9 ... face door part, 10 ... flat plate part 11 ... recess, 12 ... locking projection 13 ... groove, 14 ... groove 15 ... nail hole, 16 ... nail 17 ... Nail, 18… Chic 19… Locking fitting, 20… Water collecting sheet 21… Roof base material, 22… Pier 23 a, b… Tile seat, 24… eave end stand 25… recess, 26… ... Protrusion 27 ... Nail hole, 28 ... Recess 29 ... Nail hole, 30 ... Plate part 31 ... Locking projection, 32 ... Recess 33 ... Nail hole, 34 ... Nail 35 ... Protrusion, 36 ...... Tile roof tile 37 ... Leg, 38 ... Tile roof tile 39 ... Arch part, 40 ... Snow guard tile 41 ... Leg, 42 ... Tile roof tile 43 ... Lower pedestal Roof tiles, 44 ... Support 45 ... Gutter part, 46 ... Tile roof 47 ... Upper pedestal tile, 48 ... Recess 49 ... Face door part, 50 ... Recessed recess

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】表中央側に、屋根の流れ方向と並行で葺設
したとき台座(D)の両側面に接する適宜な間隔を置い
た位置に止水凸条(1,2)を突設し、該止水凸条(11)
の間に中央帯(6)を形成したことからなる降り桟瓦
(A)、または該中央帯(6)の部分を除いた形の左右
別体からなる降り桟瓦(A1,A2)。
(1) Waterproof ridges (1, 2) are protruded from the center of the table at appropriate spaced positions in contact with both side surfaces of the pedestal (D) when the roof is laid in parallel with the flow direction of the roof. And the water stopping ridge (11)
A down-spout tile (A) having a central band (6) formed between them, or a down-spread tile (A 1 , A 2 ) having left and right separate parts excluding the central band (6).
【請求項2】両外側に屋根の流れ方向の戻り勾配に対応
する傾斜高を有して上端が屋根面と並行になる面戸部
(9)と、裏面側に台座(D)に跨座嵌合する凹部(1
1)および該凹部(11)の表側のほぼ中央域側面に係止
突起(12)を設けた平板部(10)とからなる降り面戸瓦
(B)、またはこれを中央から分割した形の左右別体の
降り面戸瓦(B1,B2)。
2. A door (9) having an inclination height corresponding to a return gradient in the flow direction of the roof on both outer sides and having an upper end parallel to the roof surface, and straddling a pedestal (D) on the back side. Recesses (1
1) and a flat-panel tile (B) comprising a flat plate portion (10) provided with a locking projection (12) on the side surface of a substantially central area on the front side of the concave portion (11), or a shape obtained by dividing this from the center. Door tiles (B 1 , B 2 ) separated from each other.
【請求項3】棟部構設において、棟列に台座(D)を設
置してこれを屋根基材(21)に釘止め固定し、台座
(D)の両側に請求項1記載の降り桟瓦(A)の中央帯
(6)を除いた降り桟瓦(A1,A2)または左右別体の降
り桟瓦(A1,A2)を載置してそれぞれ尻部(R)側を釘
止めし、この上に請求項2記載の降り面戸瓦(B)また
はこれを左右に分離した降り面戸瓦(B1,B2)をその裏
面の凹部(11)が台座(D)に跨座するように載置し、
係止金具(19)を係止突起(12)に係止させ釘止め固定
することを特徴とする耐震降り棟構造。
3. In the ridge section construction, a pedestal (D) is installed in a row of ridges, and this is fixed to a roof base material (21) with nails, and the downspout tile according to claim 1 on both sides of the pedestal (D). (A) Except for the central band (6) except the downhill (A 1 , A 2 ) or the left and right downhill (A 1 , A 2 ) are placed and nailed at the bottom (R) side, respectively. Then, the descending door tile (B) according to claim 2 or the descending door tile (B 1 , B 2 ) separated from the left and right sides is placed on the pedestal (D) with the concave portion (11) on the back surface. Place it to sit down,
A seismic-resistant descending wing structure characterized in that the locking fitting (19) is locked to the locking projection (12) and fixed by nailing.
【請求項4】表中央に台座(2D)の底部を係止する凸部
(26)を形成し、その一部に釘孔(27)を穿設してなる
降り桟瓦(2A)。
4. A descending roof tile (2A) having a convex portion (26) formed at the center of the front for locking the bottom of the pedestal (2D), and a nail hole (27) formed in a part thereof.
【請求項5】両外側に屋根の流れ方向の戻り勾配に対応
する傾斜高を有する面戸部(9)と、中央裏面に台座
(2D)に跨座嵌合する凹部(28)を形成した平板部(3
0)とからなり、望ましくはさらに該平板部(30)に釘
孔(29)を穿設したことからなる降り面戸瓦(2B)。
5. A flat plate having, on both outer sides, a face door portion (9) having a slope height corresponding to a return gradient in the flow direction of the roof, and a concave portion (28) formed on the central back surface to fit over the pedestal (2D). Department (3
0), desirably further comprising a nail hole (29) in the flat plate portion (30).
【請求項6】棟部構設において、棟列に請求項4記載の
降り桟瓦(2A)を載置して尻部(R)側を釘止めし、そ
の凸部(26)に跨座嵌合するよう 台座(2D)を設置し
てこれを降り桟瓦(2A)の釘孔(27)を介して屋根基材
(21)に釘止め固定し、請求項5記載の降り面戸瓦(2
B)をその凹部(28)が台座(2D)に跨座嵌合するよう
載置してこれを該台座(2D)に釘止め固定することを特
徴とする耐震降り棟構造。
6. In the ridge section construction, the descending shingle (2A) according to claim 4 is placed on the ridge row, nailed at the buttocks (R) side, and straddled with the projection (26). A pedestal (2D) is installed so that it fits, and the pedestal (2D) is lowered and nailed and fixed to the roof base material (21) through the nail hole (27) of the roof tile (2A).
B) A seismic falling ridge structure, wherein the recess (28) is placed so as to fit over the pedestal (2D), and the nail is fixed to the pedestal (2D).
JP16500389A 1989-06-26 1989-06-26 Earthquake-resistant building Expired - Lifetime JP2811471B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16500389A JP2811471B2 (en) 1989-06-26 1989-06-26 Earthquake-resistant building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16500389A JP2811471B2 (en) 1989-06-26 1989-06-26 Earthquake-resistant building

Publications (2)

Publication Number Publication Date
JPH0328445A JPH0328445A (en) 1991-02-06
JP2811471B2 true JP2811471B2 (en) 1998-10-15

Family

ID=15803998

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16500389A Expired - Lifetime JP2811471B2 (en) 1989-06-26 1989-06-26 Earthquake-resistant building

Country Status (1)

Country Link
JP (1) JP2811471B2 (en)

Also Published As

Publication number Publication date
JPH0328445A (en) 1991-02-06

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