JP2840215B2 - Wife wall structure - Google Patents

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【０００１】[0001]

【発明の属する技術分野】本発明は、妻壁を上棟工事に
際して施工能率良く形成できる妻壁構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a masonry wall structure capable of efficiently forming a masonry wall when constructing an upper building.

【０００２】[0002]

【従来の技術】例えば傾斜屋根を有する家屋の妻面に設
ける妻壁は、従来、図５に示すように、梁材ａ、傾斜屋
根構成用の垂木ｂ、及び支柱（図示しない）等を含む主
要の架構体を上棟工事によって立上げた後、妻面側の梁
材ａ１と垂木ｂとの間の面戸部に、面戸下地ｃを現場の
大工工事によって組付け、しかる後この面戸下地ｃの外
面に外装板ｄを取付けて形成している。なお面戸下地ｃ
は、梁材ａにタッピングネジ、コンクリート釘等を用い
て固定される横桟ｃ１とこの横桟ｃ１から立設する縦桟
ｃ２との枠組みであって、縦桟ｃ２上端は垂木ｂ側面へ
の釘打ち等によって支持される。2. Description of the Related Art For example, as shown in FIG. 5, a shoring wall provided on a shoring surface of a house having a sloping roof conventionally includes a beam member a, a rafter b for forming a sloping roof, and columns (not shown). After the main frame structure has been started up by the upper building construction, a basement c is assembled to the facade part between the beam member a1 on the wife side and the rafter b by carpentry work at the site. An outer plate d is attached to the outer surface of the outer surface c. It should be noted that the surface door base c
Is a framework of a horizontal rail c1 fixed to the beam member a using a tapping screw, a concrete nail, or the like, and a vertical rail c2 standing upright from the horizontal rail c1, and the upper end of the vertical rail c2 is connected to the side of the rafter b. Supported by nailing.

【０００３】[0003]

【発明が解決しようとする課題】しかしながらこのよう
な従来構造のもは、面戸下地ｃ及び外装板ｄが現場によ
る大工工事によって順次形成されるため、施工能率に劣
りかつ工期の延長を招く。しかも上棟工事から大工工事
に至るまでの期間、面戸部が開口状態となるため、家屋
内への雨等の浸入を防止するシート掛けなどの養生作業
が必要になり、作業工数の増加を招くこととなる。However, such a conventional structure is inferior in construction efficiency and prolongs the construction period, because the base material c and the exterior plate d are sequentially formed by carpentry work on site. In addition, since the front door is open during the period from the upper wing construction to the carpentry construction, it is necessary to carry out curing work such as seating to prevent rain or the like from entering the house, which leads to an increase in the number of work steps. Becomes

【０００４】そこで本発明は、妻壁をパネル化し、かつ
梁材と小屋束と登母屋とによってなる妻面架構に、妻面
パネル取付用の保持金具を設けるとともに保持金具と妻
面パネルの枠組とをボルト固定することを基本として、
妻壁を上棟工事に際して施工能率良く形成でき、かつ工
期を短縮化しうるとともに、養生作業などを削減して作
業工数の軽減を図りうることができ、しかも妻面パネル
の取付に際して大工仕事が不要となり、上棟工事での取
付を確実化する妻壁構造の提供を目的としている。[0004] The present invention is to panels of the gable wall, and Harizai a hut bundle and wife surface Frames made by the registration purlins, holding bracket and wife provided with a holding metal fitting for wife face panel attached
Based on bolting the frame of the front panel ,
Wife walls can be formed efficiently at the time of upper wing construction, and the construction period can be shortened, and curing work etc. can be reduced, and the number of work steps can be reduced.
Carpentry work is not required when installing
The purpose is to provide a wall structure that ensures the attachment .

【０００５】[0005]

【課題を解決するための手段】前記目的を達成するため
に、本発明は、妻面に配した梁材と、この梁材上に立設
されかつ上端で屋根勾配を形成しうるように長さを違え
て並ぶ小屋束と、小屋束上端間を順次継ぐことにより登
母屋を形成する登母屋材からなる妻面架構の屋外側に、
保持金具を介して妻面を覆う妻面パネルを取付ける妻壁
構造であって、 前記妻面パネルは、枠材を妻面形状に合
わせて組合わせた枠組に外装板を取付けることにより形
成され、 かつ前記保持金具は、アングル状をなし、前記
登母屋の下面と梁材上面とに固定されかつ前記登母屋及
び梁材の外側面を超えて屋外側に突出する基片と、この
基片の先端に設けられる妻面パネルの前記枠組を接して
ボルト固定する垂直片とを有することを特徴としたもの
であります。SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a beam member arranged on a wife surface and a long beam standing on the beam member so as to form a roof slope at an upper end. On the outdoor side of the wedge-face frame consisting of the hut bundle that is lined up differently and the truss house material that forms the truss house by sequentially connecting the upper end of the hut bundle,
Via the holding metal fitting attachment wife surface panels covering the wife surface Rutsumakabe
The frame panel has a frame material conforming to the shape of the frame.
By attaching an exterior plate to the frame
And the holding bracket has an angled shape,
The lower part of the plinth and the upper part of the beam material,
A base protruding outside beyond the outer surface of the beam
Touch the framework of the wife panel provided at the tip of the base piece
It has a vertical piece for bolt fixing .

【０００６】[0006]

【発明の実施の形態】以下本発明の実施の形態の一例を
図面に基づき説明する。図１〜３において妻壁構造は、
家屋Ｈの妻面Ｓに配した梁材２と、この梁材２上に立設
する複数の小屋束３と、各小屋束３の上端間を順次継ぐ
ことにより屋根勾配に沿う登母屋４を形成する登母屋材
５からなる妻面架構６に、保持金具７を介して妻面Ｓを
覆う妻面パネル９を取付けている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. In FIGS. 1-3, the wall structure is
The beam member 2 arranged on the wife surface S of the house H, the plurality of shed bundles 3 erected on the beam member 2, and the climbing house 4 along the roof gradient by successively connecting the upper ends of the respective shed bundles 3 A wife surface panel 9 that covers the wife surface S via a holding bracket 7 is attached to a wife surface frame 6 made of a climbing house member 5 to be formed.

【０００７】前記家屋Ｈは、軒先部Ａから棟部Ｂに向か
ってのびる傾斜屋根Ｒを、本例では、棟部Ｂ両側に配し
た切り妻構造をなし、この屋根Ｒの側面側となる妻面Ｓ
には、小屋梁である前記梁材２が、例えば階上階下を通
る通し柱等の支柱１０によって水平に支持される。The house H has a gabled structure in which an inclined roof R extending from the eaves A to the ridge B is provided on both sides of the ridge B in this example. Surface S
In the above, the beam member 2 which is a hut beam is horizontally supported by a column 10 such as a through-column that passes through the upper and lower floors, for example.

【０００８】前記梁材２は、本例では、溝部を内向きに
配する溝形鋼からなる上弦材１２と、下弦材１３との間
をラチス１４で継いだラチス梁からなり、例えば隣り合
う支柱１０の上端で側端を固定される複数の梁部材２
Ａ、２Ａが一直線上に並ぶことによって妻面Ｓの略全幅
に亘って架け渡される。In the present embodiment, the beam 2 is composed of a lattice beam in which a groove 14 is connected between an upper chord 12 and a lower chord 13 which are formed of a channel steel having grooves inwardly, for example, adjacent to each other. A plurality of beam members 2 whose side ends are fixed at the upper end of the column 10
A and 2A are lined up on a straight line so as to be bridged over substantially the entire width of the wife surface S.

【０００９】又小屋束３は、本例ではＨ形鋼から形成さ
れ、その下端は前記梁材２の上面にボルト止めされると
ともに、各小屋束３は、前記屋根Ｒの屋根勾配に合わせ
て軒先部側から棟部側に向かって順次長さを増して立設
し、かつその上端で屋根勾配に沿う登母屋４を支持す
る。The shed bundle 3 is made of H-section steel in this example, and its lower end is bolted to the upper surface of the beam member 2. Each shed bundle 3 is adapted to the roof gradient of the roof R. The eaves are gradually erected from the eaves side toward the ridge side, and the upper end thereof supports the climbing house 4 along the roof slope.

【００１０】前記登母屋４は、例えば、図３、４に示す
ように、Ｈ形鋼からなる登母屋材５を、各小屋束３の上
端に設ける継ぎ金具１５を介して順次連結することによ
って形成され、登母屋材５のウエブ１８には継ぎ金具１
５接合用のボルト挿通孔を穿設するとともに、下のフラ
ンジ１９には、保持金具７取付用のボルト挿通孔が透設
される。なお前記梁材２の上弦材１２にも保持金具７取
付用のボルト挿通孔が透設される。For example, as shown in FIGS. 3 and 4, the climbing house 4 is formed by sequentially joining the climbing house members 5 made of H-shaped steel via a fitting 15 provided at the upper end of each shed bundle 3. The web 1 of the tonnage material 5 is formed and the fitting 1
In addition to drilling a bolt insertion hole for 5 joints, a bolt insertion hole for attaching the holding bracket 7 is formed through the lower flange 19. The upper chord member 12 of the beam member 2 is also provided with a bolt insertion hole for attaching the holding bracket 7.

【００１１】前記継ぎ金具１５は、溝形鋼を背中合わせ
に接合した断面Ｈ字状をなしかつ前記小屋束３上端にボ
ルト止めされる基体２１を具え、この基体２１のウエブ
２１Ａ両側面には、隣り合う登母屋材５、５の各ウエブ
１８とボルト接合する連結片２２が突出するとともに、
連結片２２の上端には、各登母屋材５、５の上フランジ
２０と一直線状をなすことによって屋根Ｒの野地板等を
支承する受け片２３が形成される。なお継ぎ金具１５
は、本例では、妻面Ｓとは直角な母屋材２５を取付る連
結片２６を内向きに有するとともに、棟部側には、連結
片２２の下端を受ける補強片２４が、前記基体２１下面
に接合されて設けられる。The joint fitting 15 has a base 21 having a cross section H-shaped with channel steels joined back to back and bolted to the upper end of the shed bundle 3. On both sides of the web 21 A of the base 21, The connecting pieces 22 that are bolted to the webs 18 of the adjacent plinth members 5 and 5 project,
At the upper end of the connecting piece 22, a receiving piece 23 for supporting a field board or the like of the roof R by forming a straight line with the upper flange 20 of each of the climbing members 5 and 5 is formed. In addition, fitting 15
In the present example, a connecting piece 26 for attaching a purlin 25 perpendicular to the wife surface S is provided inward, and a reinforcing piece 24 for receiving the lower end of the connecting piece 22 is provided on the ridge side of the base 21. It is provided joined to the lower surface.

【００１２】そして、このような梁材２と小屋束３と登
母屋４とからなる直角三角形状の妻面架構６に、妻面パ
ネル９取付用の保持金具７を配している。[0012] A holding bracket 7 for attaching a wife face panel 9 is arranged on a right-angled triangular wife face frame 6 composed of the beam member 2, the shed bundle 3, and the climbing house 4.

【００１３】前記保持金具７は、梁材２に取付く下の保
持金具７Ａと、登母屋４に取付く上の保持金具７Ｂとを
含む。The holding bracket 7 includes a lower holding bracket 7A attached to the beam 2 and an upper holding bracket 7B attached to the climbing house 4.

【００１４】前記下の保持金具７Ａは、梁材２の上面に
ボルト止めされかつ先端が梁材２外側面から屋外側には
み出してのびる基片３０Ａと、この基片３０Ａの先端か
ら例えば上方に向かって垂直に折れ曲がる妻面パネル９
取付用の垂直片３１Ａとを有するアングル材から形成さ
れ、本例では、立設する小屋束３、３間の略中央位置に
配される。The lower holding member 7A is bolted to the upper surface of the beam 2 and has a tip extending from the outer surface of the beam 2 to the outside, and extends upward from the tip of the base 30A, for example. Wife face panel 9 that bends vertically toward
It is formed from an angle material having a vertical piece 31A for attachment, and in this example, is disposed at a substantially central position between the shed bundles 3 to be erected.

【００１５】又前記上の保持金具７Ｂは、同様に、登母
屋４の下面にボルト止めされる基片３０Ｂと、この基片
３０Ｂの先端から例えば下方に折れ曲がる垂直片３１Ｂ
とを有するアングル材から形成され、本例では、立設す
る小屋束３、３間の略中央位置に配されるやや長寸の中
央側の保持金具７Ｂ１と、小屋束３に近接する短寸の側
の保持金具７Ｂ２とを具える。なお前記垂直片３１Ａ、
３１Ｂには、妻面パネル固定用の取付孔３２が穿設され
る。Similarly, the upper holding member 7B comprises a base piece 30B which is bolted to the lower surface of the purlin 4 and a vertical piece 31B which is bent downward, for example, from the tip of the base piece 30B.
In this example, a slightly longer central holding metal fitting 7B1 arranged at a substantially central position between the erected shed bundles 3 and 3 And the holding metal fitting 7B2 on the side of. The vertical piece 31A,
An attachment hole 32 for fixing the wife's face panel is formed in 31B.

【００１６】又妻面パネル９は、図３に示すように、枠
材３３を妻面形状に合わせて組合わせた枠組３４に、化
粧用の外装板３５を取付けることにより形成され、この
枠組３４と外装板３５とは、例えば木ネジ等によって一
体に連結される。なお前記枠組３４は、その外周縁に沿
って組み付けられる周囲枠材３３Ａと、この周囲枠材３
３Ａ間を垂直に継ぐ補強用の縦枠材３３Ｂとから形成さ
れる。又本例では、前記枠組３４には、前記取付孔３２
と合う位置に、ネジ孔等を設けたナット部３６が形成さ
れる。従って、図２に明示するごとく、垂下片３１Ａ、
３１Ｂと妻面パネル９の枠組３４とを接して配するとと
もに屋内側から前記取付孔３２を挿通するボルト３７
が、ナット部３６に螺結することによって、保持金具７
を介して、妻面パネル９を妻面架構６にボルト固定でき
る。As shown in FIG. 3, the end panel 9 is formed by attaching a decorative exterior plate 35 to a frame 34 in which a frame material 33 is combined with the end surface shape. The exterior plate 35 and the exterior plate 35 are integrally connected by, for example, a wood screw or the like. The frame 34 is composed of a peripheral frame material 33A to be assembled along the outer peripheral edge thereof and a peripheral frame material 3A.
And a vertical frame member 33B for reinforcement, which vertically extends between 3A. In this embodiment, the frame 34 includes the mounting holes 32.
A nut portion 36 provided with a screw hole or the like is formed at a position where it fits. Therefore, as clearly shown in FIG. 2, the hanging pieces 31A,
31B and the frame 34 of the wife's face panel 9
Bolts 37 inserted through the mounting hole 32 from the monitor indoor side
Is screwed to the nut portion 36, so that the holding fitting 7
Through this, the wife face panel 9 can be bolted to the wife face frame 6.

【００１７】なおナット部３６は、例えばナット金具等
を枠組３４に固着したり又枠材３３内に埋設したりする
等の種々の手段によって形成できる。なお要求により、
保持金具７と妻面パネル９とは、木ネジ、釘金具等を用
いて固定しても良い。The nut portion 36 can be formed by various means such as, for example, fixing a nut fitting or the like to the frame 34 or embedding it in the frame material 33. By request
The holding fitting 7 and the wife panel 9 may be fixed using wood screws, nail fittings, or the like.

【００１８】このように、妻壁構造は、妻壁をパネル化
しているため、工場等によって予め形成でき組立精度を
大巾に向上するとともに現場作業を軽減しうる。又妻面
パネル９は、妻面架構６に設けた保持金具７を利用して
容易に取付けできるため、現場作業が簡易であり、しか
もパネル化しているため、上棟工事に際しての妻面架構
６の組み付けと同時に施工することが可能となる。その
結果、妻面部分からの雨水の浸入を早期に防止でき、養
生作業を削減できる。特に枠組３４を、保持金具７にボ
ルト固定するときは、妻面パネル９の取付に際して大工
仕事が不要となり、上棟工事での取付を確実化する。又
保持金具７としてアングル材を用いているため構造が簡
易であり、しかも保持金具７を登母屋４及び梁材２にボ
ルト固定するため、妻面側以外の他の登母屋及び梁材と
の共通化を図りうる。As described above, since the end wall structure has the end wall formed as a panel, the end wall structure can be formed in advance in a factory or the like, so that the assembling accuracy can be greatly improved and the on-site work can be reduced. In addition, since the wife surface panel 9 can be easily attached by using the holding bracket 7 provided on the wife surface frame 6, the on-site work is simple, and since the panel surface is formed, the wedge surface frame 6 at the time of the upper building construction is formed. It becomes possible to construct simultaneously with assembling. As a result, infiltration of rainwater from the wife can be prevented at an early stage, and curing work can be reduced. In particular, when the frame 34 is fixed to the holding bracket 7 by bolts, carpentry work is not required for mounting the end face panel 9, and the mounting in the upper ridge construction is ensured. Further, since an angle material is used as the holding metal member 7, the structure is simple. Further, since the holding metal member 7 is bolted to the plinth member 4 and the beam member 2, it can be connected to other plinth members and beam members other than the wife side. Commonality can be achieved.

【００１９】[0019]

【発明の効果】叙上の如く本発明の妻壁構造は、妻壁を
パネル化し、かつ梁材と小屋束と登母屋とによってなる
妻面架構に妻面パネル固定用の保持金具を設けているた
め、妻壁を施工能率良くしかも上棟工事に際して形成す
ることが可能となり、工期の短縮化を図るとともに、養
生作業などを削減して作業工数を軽減できる。As described above, the dam wall structure according to the present invention has a structure in which the dam wall is formed into a panel, and a holding member for fixing the dam panel is provided on the dam frame which is composed of the beam material, the shed bundle, and the climbing house. Therefore, it is possible to form the wife wall with high construction efficiency and at the time of the upper building construction, thereby shortening the construction period and reducing the curing work and the like, thereby reducing the number of work steps.

【００２０】又保持金具と妻面パネルの枠組とをボルト
固定しているため、妻面パネルの取付に際しての大工仕
事が完全に不要となり、上棟工事での取付を確実化でき
る。Further, since the holding bracket and the frame of the wife panel are fixed by bolts, carpentry work for installing the wife panel is completely unnecessary, and the installation in the upper building can be reliably performed.

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

【図１】本発明の実施の形態の一例を示す正面図であ
る。FIG. 1 is a front view showing an example of an embodiment of the present invention.

【図２】妻面架構と妻面パネルとの取付き状態を示す断
面図である。FIG. 2 is a cross-sectional view showing an attached state of a wife frame and a wife panel.

【図３】その分解斜視図である。FIG. 3 is an exploded perspective view thereof.

【図４】登母屋材の連結状態を、保持金具とともに説明
する分解斜視図である。FIG. 4 is an exploded perspective view for explaining a connection state of the climbing house material together with a holding bracket.

【図５】従来技術を説明する、部分斜視図である。FIG. 5 is a partial perspective view illustrating a conventional technique.

【符号の説明】[Explanation of symbols]

２ 梁材 ３ 小屋束 ４ 登母屋 ５ 登母屋材 ６ 妻面架構 ７、７Ａ、７Ｂ 保持金具 ９ 妻面パネル ３１、３１Ａ、３１Ｂ 垂直片 ３３、３３Ａ、３３Ｂ 枠材 ３４ 枠組 Ｈ 家屋 Ｓ 妻面 Reference Signs List 2 beam material 3 shed bunch 4 groom house 5 groom material 6 wife frame 7, 7A, 7B holding bracket 9 wife panel 31, 31A, 31B vertical piece 33, 33A, 33B frame 34 frame H house S wife

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.⁶ 識別記号 ＦＩ Ｅ０４Ｂ 2/56 ６３１ Ｅ０４Ｂ 2/56 ６３１Ｈ ６３３ ６３３Ｅ ６３３Ｇ 7/00 7/00 Ｚ ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. ⁶ Identification code FI E04B 2/56 631 E04B 2/56 631H 633 633E 633G 7/00 7/00 Z

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項１】妻面に配した梁材と、この梁材上に立設さ
れかつ上端で屋根勾配を形成しうるように長さを違えて
並ぶ小屋束と、小屋束上端間を順次継ぐことにより登母
屋を形成する登母屋材からなる妻面架構の屋外側に、保
持金具を介して妻面を覆う妻面パネルを取付ける妻壁構
造であって、 前記妻面パネルは、枠材を妻面形状に合わせて組合わせ
た枠組に外装板を取付けることにより形成され、 かつ前記保持金具は、アングル状をなし、前記登母屋の
下面と梁材上面とに固定されかつ前記登母屋及び梁材の
外側面を超えて屋外側に突出する基片と、この基片の先
端に設けられる妻面パネルの前記枠組を接してボルト固
定する垂直片とを有する ことを特徴とする妻壁構造。1. A beam member arranged on a wife surface, a shed bundle erected on the beam material and arranged at different lengths so as to form a roof slope at an upper end, and a shed bundle upper end is successively connected. The timber wall structure that attaches the wife panel that covers the wrist surface via holding metal fittings to the outdoor side of the wrestle frame that is made of the tram house material that forms the tram house
And the wife panel is a combination of a frame material according to the wife shape.
The holding bracket is formed by attaching an exterior plate to the frame, and the holding bracket has an angle shape.
Fixed to the lower surface and the upper surface of the beam material, and
A base protruding outside beyond the outside surface, and the tip of this base
Contact the frame of the end panel provided at the end with the bolt
And a vertical piece defining the wall.