JPH02272143A - Framework constructing mechanism in ridge section - Google Patents

Framework constructing mechanism in ridge section

Info

Publication number
JPH02272143A
JPH02272143A JP1095640A JP9564089A JPH02272143A JP H02272143 A JPH02272143 A JP H02272143A JP 1095640 A JP1095640 A JP 1095640A JP 9564089 A JP9564089 A JP 9564089A JP H02272143 A JPH02272143 A JP H02272143A
Authority
JP
Japan
Prior art keywords
ridge
roof
beam members
members
ridge part
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
JP1095640A
Other languages
Japanese (ja)
Other versions
JPH083224B2 (en
Inventor
Hidehiro Aonuma
青沼 英裕
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP1095640A priority Critical patent/JPH083224B2/en
Publication of JPH02272143A publication Critical patent/JPH02272143A/en
Publication of JPH083224B2 publication Critical patent/JPH083224B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To enable the roof truss of an increased free degree to be formed without supporting a ridge section with a flux member, by fitting a principal rafter member with the length regulated with that of beam members, on a space between the ridge section and the parallel beam members, and by enabling the principal rafter member to be erected even in case that a dimension between the beam members is different. CONSTITUTION:In parallel with the ridge member 26 of an inclined roof, a beam member 3 is erected, and a fitting metal fittings 6 having fitting pieces 7, 44 between the beam members 3, 3 is fixed. After that, in the direction of the lengths of the fitting pieces 7, 44, a plurality of penetration slots 9, 45 are arranged in paralled with each other. After that, a principal rafter member 5 with a pair of the previously integrally jointed raking beam members 3, 3 is fitted by using a plurality of the penetration slots 9, 45. Then, without supporting the ridge section of the inclined roof with a flux member 2, the roof is formed, and even in case that a space between the beam members 3, 3 confronted with each other is different, the principal rafter member 5 is composed to be erected. As a result members are unified, and a cost is reduced, and the free degree of ceiling composition is increased, and the roof truss of high precision can be formed.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、登り梁材を用いた小屋組架構の骨組構造にお
いて、棟部に束が立設し得ない場合であっても合掌方式
の小屋組が架橋でき、しかも棟部を挟む束間の距離に変
動が生じた場合であっても対応しうる棟部の骨組架構構
造に関する。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention provides a framework structure for a roof frame using climbing beams, even when a bundle cannot be erected at the ridge. The present invention relates to a frame frame structure of a ridge part that can bridge the roof frame and can cope with variations in the distance between the bundles sandwiching the ridge part.

(従来の技術〕 従来、家屋の傾斜屋根を形成するには、ろく梁から束材
を立上げるとともに、束材の上端に棟部から軒先にのび
る合掌部材を架は渡すことにより、小屋組を形成してい
た。
(Conventional technology) Conventionally, in order to form a sloping roof for a house, the roof structure was constructed by raising bundles from the lower beams and passing a gassho member extending from the ridge to the eaves at the top of the bundles. was forming.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかし、近年、家屋構造の多様化に伴い、ろく梁に立設
される複数本の束材の先端部において、水平に架は渡さ
れる母屋と、屋根の勾配に合わせて傾斜して架は渡され
る登り母屋とを組み合わセ結合することにより、例えば
合掌方式の傾斜屋根からなる小屋組を形成することが行
われつつある。
However, in recent years, with the diversification of house structures, at the tips of multiple bundles erected on wooden beams, the main building has a horizontal frame, while the other has a frame that is slanted to match the slope of the roof. For example, it is becoming common practice to form a roof assembly consisting of a sloping roof in the gussho style by combining and connecting the climbing purlins.

他方、家屋の平面寸法の基準としては、第9図に(a)
に示すごとく柱す、bの中心間の距離を基本モジュール
Pとするいわゆるシングルグリッドシステムと、第9図
(b)に示すごとく柱す、bの内側間距離を基本モジュ
ールPとするいわゆるダブルグリッドシステムとが存在
する。従って柱すの軸線上に束材dを立設した場合には
、ダブルグリッドシステムの場合には、シングルグリッ
ドシステムに比べて、各母屋、登り母屋は柱の断面寸度
f分だけ長くなることとなる。
On the other hand, as a standard for the plan dimensions of a house, Figure 9 (a)
The so-called single grid system, in which the distance between the centers of pillars b is the basic module P, as shown in FIG. There is a system. Therefore, when the bundle d is erected on the axis of the pillar, in the case of a double grid system, each purlin and climbing purlin will be longer by the cross-sectional dimension f of the pillar than in a single grid system. becomes.

さらにダブルグリッドにあっては、第9図(C)に示す
ごとく一方の傾斜屋根下方のみ2つの部屋に仕切った場
合には、第9図(b)のものに比べて家屋の妻側寸法は
さらに柱の寸度乏分伸びることとなり、この増加分を棟
部aを挟む束材間で吸収した場合には棟部を形成する登
り梁材Cの水平方向長さ寸法はさらに長くなり、IP+
−2Nの長さとなる。このようにシングルグリッドシス
テムとダブルグリッドシステム、さらにダブルグリッド
システムの場合には、間仕切りの相違によって梁材畏さ
が異なる結果、梁材の長さが多様となり、設計、施工に
際して複雑化し、又部材の管理も容易ではない。加うる
に近年の家屋にあっては、太陽光を屋根を通して部屋に
導く明かり窓、さらには小屋裏を利用して収納室が装置
されるなどの理由によっ°ζ、天井梁が分断される場合
が多く、その結果棟部を束材によって支持できない場合
もある。
Furthermore, in the case of a double grid, when only the lower part of one sloped roof is partitioned into two rooms as shown in Figure 9(C), the gable side dimensions of the house are smaller than those in Figure 9(b). Furthermore, the column will be elongated by the insufficient dimension, and if this increase is absorbed between the bundles that sandwich the ridge a, the horizontal length of the climbing beam C that forms the ridge will become even longer, resulting in IP+
-2N length. In this way, in the case of a single grid system, a double grid system, and a double grid system, the length of the beam materials differs depending on the difference in partitions, resulting in a variety of beam lengths, which complicates design and construction. Management is also not easy. In addition, in modern houses, the ceiling beams are separated due to reasons such as windows that guide sunlight into the room through the roof, and storage rooms that are installed in the attic. In many cases, as a result, the ridge cannot be supported by the bundle material.

発明者は前記した種々の問題点を総括的に解決すべく本
発明の構造を完成させたのである。
The inventor completed the structure of the present invention in order to comprehensively solve the various problems mentioned above.

本発明は棟部と平行する一対の梁材の間に該梁材と長さ
調整可能に棟部を形成する合掌材を取付けることを基本
として、棟部を束材で支持することなく、又前記梁材間
に寸法が異なる場合であっても精度よくかつ確実に小屋
組を形成でき、前記問題点を解決しうる棟部の骨組架構
構造の提供を目的としている。
The present invention is based on installing a gassho member that forms the ridge part between a pair of beams parallel to the ridge part so that the length can be adjusted with the beam member, and without supporting the ridge part with bundles. The object of the present invention is to provide a frame frame structure for a ridge part that can form a roof frame accurately and reliably even when the dimensions of the beams differ, and that can solve the above-mentioned problems.

〔課題を解決するための手段] 前記問題点を解決するため、本発明の棟部の骨組架構構
造にあっては、棟部の両側に傾斜屋根を形成する棟部の
骨組架構構造であって、前記棟部の両側かつ棟部と平行
に並置した束材間に前記棟部と平行に一対の梁材を架設
するとともに、it−対の梁材の向き合う側面に、該向
き合う側にかつ前記傾斜屋根の勾配で斜め上にのびる取
付片を有する取付金具を夫々固定する一方、前記取付片
に該取付片の長さ方向に複数の透孔を並設するとともに
、前記向き合う取付片間に、前記間き合う傾斜屋根の勾
配で交わる一対の登り梁部材が予め一体に接合された合
掌材を、前記複数の透孔の内の少なくとも1つの透孔を
通るボルトを用いて取付けている。
[Means for Solving the Problems] In order to solve the above-mentioned problems, the frame frame structure of the ridge part of the present invention is a frame frame structure of the ridge part in which a sloped roof is formed on both sides of the ridge part. , a pair of beams are erected parallel to the ridge between the bundles arranged on both sides of the ridge and parallel to the ridge, and a pair of beams are erected parallel to the ridge, and a Mounting brackets each having a mounting piece extending obliquely upward on the slope of the sloping roof are each fixed, while a plurality of through holes are arranged in parallel in the length direction of the mounting piece, and between the facing mounting pieces, A pair of climbing beam members that intersect at the slopes of the intersecting sloped roofs are joined together in advance, and a gassho member is attached using a bolt passing through at least one of the plurality of through holes.

〔作用〕[Effect]

本発明は、棟部と平行に並置した束材間に一対の梁材を
架設し、その梁材に、傾斜屋根の勾配で交わる一対の登
り部材を含む合掌材を取付けているため、傾斜屋根の棟
部を該棟部を下方から支持することなく形成できる。
In the present invention, a pair of beam members is constructed between the bundle members arranged in parallel with the ridge, and a gassho member including a pair of climbing members that intersect at the slope of the sloping roof is attached to the beam members. The ridge can be formed without supporting the ridge from below.

又梁材に固定される取付金具と合掌材とは取付金具に設
ける複数の透孔のうち少なくとも一つの透孔を通るボル
トを用いて取付けられるため、対設される梁材の間隔が
異なる場合であっても合掌材を前記梁材間に跨がり架設
でき傾斜屋根の棟部を形成することができる。
Also, since the mounting bracket and gassho material that are fixed to the beam are attached using a bolt that passes through at least one of the multiple holes provided in the mounting bracket, the spacing between the opposing beams may be different. Even in this case, the gassho materials can be installed across the beams to form the ridge of the sloping roof.

〔実施例〕〔Example〕

以下本発明の一実施例を図面に基づき説明する。 An embodiment of the present invention will be described below based on the drawings.

図において本発明は家屋の棟部Aの両側に傾斜層l1l
R,Rを形成するための骨組架構構造であり、本実施例
では第1図に示す家屋の妻面Cを形成しうる骨組架構に
採用された場合を例として以下説明する。
In the figure, the present invention has sloped layers l1l on both sides of the ridge part A of the house.
This is a frame structure for forming R, R, and in this embodiment, a case where it is adopted as a frame frame capable of forming the gable C of a house shown in FIG. 1 will be described below as an example.

本実施例では前記妻面Cの反対側は寄せ棟屋根と形成さ
れ、又該妻面Cには、後方に向く傾斜屋根Rに連続する
小屋根R1が延設される。
In this embodiment, the opposite side of the gable surface C is formed with a hipped roof, and a small roof R1 extending from the gable surface C is continuous with the sloped roof R facing rearward.

前記棟部Aを形成する骨組の要部を第2図に示す。The main parts of the frame forming the ridge A are shown in FIG.

本例では両流れの傾斜屋根Rの桁B、B間に外側のろく
梁D1、内側のろく梁D2が並んで架は渡される。なお
外側のろく梁D1は前記棟部Aの下方で途切れており、
その途切れ部に向く端部は中間柱E、Eによって下方か
ら支承される。内側のろく梁D2は、桁B、B間を連通
ずる。
In this example, the outer lower beam D1 and the inner lower beam D2 are lined up between the girders B and B of the sloped roof R of both sides, and the frame is passed. Note that the outer lower beam D1 is interrupted below the ridge A,
The ends facing the break are supported from below by intermediate columns E, E. The inner lower beam D2 communicates between the girders B and B.

外側のろく梁D1には、棟部Aを挟む両側に第1の束材
2A、2Aが対設され、又内側のろく梁D2上にも前記
外側のろく梁Dl上の前記束材2A、2Aと同間隔を隔
ててかつ向き合い、第2の束材2B、2Bが立設される
On the outer lower beam D1, first bundle members 2A, 2A are installed on both sides of the ridge A, and also on the inner lower beam D2, the first bundle members 2A, 2A on the outer lower beam Dl, Second bundle members 2B, 2B are erected at the same distance from and facing 2A.

本例では、外側のろく梁DI上には、第1の束材2A、
2Aの各軒先側に小高さの小束材21A、21Aが、又
内側のろく梁D2上にも前記構成の小束材21B、21
Bが夫々立設される。
In this example, the first bundle material 2A,
There are small bundles of materials 21A, 21A of small height on each side of the eaves of 2A, and small bundles of materials 21B, 21 with the above structure are also placed on the inner lower beam D2.
B are respectively erected.

前記向き合う第1の束材2A、第2の束材2Bの各上端
間には梁材3が架は渡され、又向き合う小束材21A、
21Bの上端間にも梁材3と略平行する軒側の梁材22
が架設される。
A beam material 3 is passed between the upper ends of the first bundle material 2A and the second bundle material 2B facing each other, and a small bundle material 21A facing each other,
A beam 22 on the eave side that is also approximately parallel to the beam 3 between the upper ends of 21B.
will be erected.

さらに梁材3と軒側の梁材22との間には、該梁材3、
軒側の梁材22の各端部を継ぐ上の登り母屋23が、又
軒側の梁材22と鼻母屋24との間には軒側の梁材22
、鼻母屋24をそれらの端部で継ぐ下の登り母屋25が
夫々配設される。
Furthermore, between the beam material 3 and the eave side beam material 22, the beam material 3,
An upper climbing purlin 23 connects each end of the eave side beam material 22, and an eave side beam material 22 is provided between the eave side beam material 22 and the nose purlin 24.
, a lower climbing purlin 25 connecting the nose purlins 24 at their ends is provided.

前記一対の梁材3.3間には、上の登り母屋23と路間
−軸線上にのびる一対の登り梁4.4を山形状に衝合し
た合掌材5が梁材3の両側で架は渡されるとともに、対
設する合掌材5.5の頂部間を棟部材26で継いでいる
Between the pair of beams 3.3, gassho materials 5, which are made by abutting the upper climbing purlin 23 and a pair of climbing beams 4.4 extending on the road-to-road axis line in a mountain shape, are suspended on both sides of the beams 3. are passed, and the tops of the opposing gassho members 5.5 are connected by a ridge member 26.

このように棟部材26、梁材3、軒側の梁材22鼻母屋
24などの互いに段差を有して水平に配される水平部材
と前記合掌材5.5、上、下の登り母屋23.23.2
5.25を含む傾斜部材とによって傾斜屋根Rの骨組を
形成するとともに、前記棟部材25によって前記傾斜屋
根Rの棟部Aが形成される。
In this way, the horizontal members such as the ridge member 26, the beam members 3, the eave side beam members 22, the nose purlins 24, etc., which are arranged horizontally with a difference in level from each other, the gassho members 5.5, and the upper and lower climbing purlins 23. .23.2
5.25 forms the frame of the sloped roof R, and the ridge member 25 forms the ridge part A of the sloped roof R.

梁材3は第5図に示すごとくウェブ31の上、下のフラ
ンジ32、下プフランジ33を具える■形材であって、
その両端は、第1、第2の束材2A、2Bの先端に夫々
取付く取付金具6.6に接続される。
The beam member 3 is a shaped member comprising upper and lower flanges 32 and a lower flange 33 of a web 31, as shown in FIG.
Both ends thereof are connected to mounting fittings 6.6 attached to the tips of the first and second bundle members 2A and 2B, respectively.

第1、第2の束材2A、2Bは同一形状、同寸であって
内、外のろく梁DI、D2に夫々の下端が固定されるH
形材からなり、上端には上板34が載置、固定される。
The first and second bundle members 2A and 2B have the same shape and size, and have their lower ends fixed to the inner and outer lower beams DI and D2, respectively.
It is made of a shape member, and an upper plate 34 is placed and fixed on the upper end.

文筆1、第2の束材2A、2Bは(総称するときには束
材2という)は、梁材3に向く側に該梁材3の下フラン
ジ33を支承する受片35を張り出す。
The pen 1 and the second bundle members 2A and 2B (collectively referred to as bundle members 2) project a receiving piece 35 that supports the lower flange 33 of the beam member 3 on the side facing the beam member 3.

取付金具6は、コ字上をなす長短2つのコ字片37.3
9を背中を合わせてかつ一端を揃えて接合した連結具4
0を具え、該連結具40は長寸のコ字片37の他端を梁
材3に問かってはみ出すはみ出し部37Aを有して束材
2の上板34に載置され、かつボルト止めにより接続さ
れる。
The mounting bracket 6 has two long and short U-shaped pieces 37.3 that form a U-shape.
Connector 4 with 9 joined back to back and with one end aligned
0, the connector 40 is placed on the upper plate 34 of the bundle material 2 with the other end of the long U-shaped piece 37 extending beyond the beam material 3, and is secured by bolts. Connected.

梁材3は、ウェブ31の前面を、連結具40のはみ出し
部37Aにおいて、その立片41背面に沿わせかつ該連
結具40の上片42上に上フランジ32を重ね合わせて
、ウェブ31、立片41間をボルト止めすることにより
、梁材3端部において取付金具6を固定する。
The beam material 3 is constructed by aligning the front surface of the web 31 along the back surface of the vertical piece 41 of the protruding portion 37A of the connector 40, and overlapping the upper flange 32 on the upper piece 42 of the connector 40, so that the web 31, By bolting between the vertical pieces 41, the mounting bracket 6 is fixed at the end of the beam 3.

取付金具6は、連結具40に、棟部Aに向かってのびる
平板上の取付片7を梁材3とは直角にかつ束材2の中心
を通る軸線上に位置させて取付ける。
The mounting bracket 6 is attached to the connector 40 with a flat mounting piece 7 extending toward the ridge A positioned at right angles to the beam 3 and on an axis passing through the center of the bundle 2.

取付片7の一端は短寸のコ字片の39の溝部に嵌入され
かつ他端には傾斜屋根Rの勾配で斜め上にのびる細長矩
形板上の取付部7Aが形成される。
One end of the mounting piece 7 is fitted into the groove 39 of the short U-shaped piece, and the other end is formed with a mounting portion 7A on a slender rectangular plate extending diagonally upward at the slope of the slanted roof R.

取付部7Aには前記傾斜屋根Rの勾配方向に複数個、本
実施例では4個の透孔9A、9B、9C19D(総称す
るときには透孔9という)が略等ピッチで透設される。
A plurality of through holes 9A, 9B, and 9C19D (hereinafter collectively referred to as through holes 9) (hereinafter referred to as through holes 9) are provided in the mounting portion 7A at approximately equal pitches in the direction of the slope of the sloped roof R.

なお本実施例では、取付金具6に軒先に向かってのびる
下の取付片44が、前記取付片7の透孔9−・・と同様
な複数個の取付孔45を設けてかつ取付片7と同一軸線
上に取付けられる。
In this embodiment, the lower mounting piece 44 extending toward the eave of the mounting bracket 6 is provided with a plurality of mounting holes 45 similar to the through holes 9 of the mounting piece 7, and is connected to the mounting piece 7. Mounted on the same axis.

合掌材5は、向き合う傾斜屋根R,Rの勾配で交わる前
記一対の登り梁4.4をその頂部で矩形平板上の接続片
47を介して一体に接続してなり、本実施例では該登り
梁4は梁材3と同様な■型材によって形成される。
The gassho material 5 is formed by connecting the pair of climbing beams 4.4, which intersect at the slopes of the facing sloped roofs R and R, together at the top via a connecting piece 47 on a rectangular flat plate. The beam 4 is formed of a square-shaped material similar to the beam material 3.

合掌材5の両端部には、登り梁4のウェブに単数又は複
数個、本実施例では2個のボルト孔50.50が透設さ
れ、該ボルト孔50と、取付金具6の前記透孔9A、9
B、9C,9Dのうち何れかを選択のうえ両孔をともに
通るボルトを用いて合掌材5と取付金具6とを接続する
。又前記ボルト止めに際してボルト孔50と透孔9A、
9B、9C19Dとの組合せにより梁材3.3の間隔が
異なる場合であっても、合掌材5はその両端部を各梁材
3.3に接続することができ、棟部Aが形成される。又
前記接続片47には棟部材26接続用の連続片51が延
設され、該連結片51を介して棟部材26の端部は合掌
材5に接続される。
At both ends of the gassho material 5, one or more bolt holes 50, 50 (in this embodiment, two) are provided through the web of the climbing beam 4, and the bolt holes 50 and the through holes of the mounting bracket 6 are provided through the web of the climbing beam 4. 9A, 9
After selecting one of B, 9C, and 9D, the gassho material 5 and the mounting bracket 6 are connected using bolts passing through both holes. In addition, when bolting the bolt hole 50 and the through hole 9A,
Even if the spacing between the beams 3.3 is different depending on the combination with 9B and 9C19D, both ends of the gassho material 5 can be connected to each beam 3.3, and the ridge A is formed. . Further, a continuous piece 51 for connecting the ridge member 26 is extended from the connecting piece 47, and the end of the ridge member 26 is connected to the gassho member 5 via the connecting piece 51.

なお取付金具6の前記下の取付片44には上の登り母屋
23の上端部がボルト止めされる。さらに本実施例では
梁材3の妻面側C端部に、一端が上フランジ32上面で
固定され取付金具5上方をこえて突出するたる木受金具
53が設けられ、父上の登り母屋23、下の登り母屋2
5の中間部においても中間のたる木受金具54が妻面C
から外方に突出する。
The upper end of the upper climbing purlin 23 is bolted to the lower mounting piece 44 of the mounting bracket 6. Furthermore, in this embodiment, a rafter bracket 53 is provided at the gable side C end of the beam 3, one end of which is fixed to the upper surface of the upper flange 32 and projects beyond the upper part of the mounting bracket 5. climbing main building 2
Also in the middle part of 5, the middle rafter bracket 54 is on the gable side C.
protrude outward from.

たる木受金具53、中間のたる木受金具54の上方には
該金具を跨がり棟部Aから桁Bにのびるたる木56が架
は渡され、両側の傾斜屋根R,Rに配される各たる木5
6.56は、第6図に示すごとく棟部Aにおいて衝合、
固着され合掌する。
Above the rafter brackets 53 and the intermediate rafter brackets 54, a rafter 56 extending from the ridge A to the girder B straddles the brackets, and each rafter 5 arranged on the sloped roofs R and R on both sides.
6.56 collides at ridge A as shown in Figure 6,
They are fixed and put their palms together.

たる木56の上方には野地板が敷設され屋根葺される。Above the rafters 56, field boards are laid and roofed.

然して第7図(a)に示すごとく、梁材3に最も近接す
る透孔9Aを用いて取付金具6と登り梁4と取付けるこ
とにより、2つの梁材3.3が最も近接した状態で梁材
3.3と合掌材5とが接続される。
However, as shown in FIG. 7(a), by attaching the mounting bracket 6 and the climbing beam 4 using the through hole 9A closest to the beam 3, the two beams 3.3 are placed in the closest position to the beam. The material 3.3 and the gassho material 5 are connected.

又第7図(blに示すごとく、合掌材5の一方の梁材3
の側のみ前記透孔9Aに隣接する透孔9Bを用いて接続
することにより2つの梁材3.3の間隔が中間長さで合
掌材5は両梁材3.3に接続する。なお棟部Aと前記梁
材3.3との間に取付は間隔がのびることによる該梁材
3高さ位置の調整は、取付金具6の立片41と梁材3の
ウェブ31との取付は高さをずらせることにより、2つ
の梁材3.3は同高さとすることができる。
Also, as shown in Fig. 7 (bl), one beam 3 of the gassho material 5
By connecting only the side using the through hole 9B adjacent to the through hole 9A, the gassho material 5 is connected to both the beam materials 3.3 with the interval between the two beam materials 3.3 having an intermediate length. Note that due to the increased installation distance between the ridge A and the beam 3.3, the height position of the beam 3 can be adjusted by attaching the vertical piece 41 of the mounting bracket 6 to the web 31 of the beam 3. By shifting the heights of the beams 3.3, the two beams 3.3 can be made to have the same height.

又第7図(C1に示ず如く前記透孔9Bのさらに線側に
位置する透孔9Cを用いて一方の梁材3を接続すること
により、2つの梁材3.3間が最も離反した状態で合掌
材5が梁材3.3に接続できる。
Furthermore, as shown in FIG. 7 (C1), by connecting one of the beams 3 using the through-hole 9C located further to the line side of the through-hole 9B, the distance between the two beams 3.3 can be maximized. In this state, the gassho material 5 can be connected to the beam material 3.3.

このように取付金具6の取付片7に設ける複数個の透孔
9A、9B、9C19Dを選択のうえ合冊 部材5のボルト孔50に孔合せしボルト止めすることに
より、第9図(a)〜(C1に示すごとく梁材3.3閲
の間隔が異なる場合であっても、単一の合掌材5によっ
て梁材3.3間に架は渡すことができる。
By selecting the plurality of through holes 9A, 9B, and 9C19D provided in the mounting piece 7 of the mounting bracket 6 in this manner, and aligning the holes with the bolt holes 50 of the combined volume member 5 and bolting them, FIGS. (Even if the intervals between the beams 3.3 are different as shown in C1, the frame can be passed between the beams 3.3 using a single gassho material 5.

なお梁材3.3間の調節は第8図に示す如く、両側の取
付片7.7において同時にかつ同じ寸法だけずらせるこ
とによって、合掌材5を取付けてもよい。この場合には
梁材3の前記高さ方向の調節は省略しろる。
As shown in FIG. 8, the beam members 3.3 may be adjusted by shifting the mounting pieces 7.7 on both sides at the same time and by the same dimension, thereby attaching the gassho members 5. In this case, the adjustment of the beam member 3 in the height direction may be omitted.

〔発明の効果〕〔Effect of the invention〕

畝上の如く本発明の棟部の骨組架構構造は棟部両側に載
置した束材間に棟部と平行に梁材を架は渡し、その梁材
に斜めにのびる取付片を有する取付金具を固定するとと
もに、取付片に棟部を形成しうる合掌材を取付ける構造
であるため、前記棟部を束材で支えることなく形成でき
、家屋の天井部の構成の自由度が増大し、多様化に寄与
しうる。
Like a ridge, the frame structure of the ridge of the present invention is such that a beam is passed parallel to the ridge between the bundles placed on both sides of the ridge, and a mounting bracket has a mounting piece extending diagonally to the beam. In addition to fixing the roof, the structure is such that a gassho material that can form a ridge is attached to the mounting piece, so the ridge can be formed without supporting it with bundled materials, increasing the degree of freedom in configuring the ceiling of the house, and allowing for a variety of designs. It can contribute to the

又合掌材は、取付片にその長さ方向に設ける複数の透孔
の内少な(とも1つの透孔を通るボルトを用いて取付け
る構造であるため、棟部両側に対設される梁材の間隔が
異なる場合であっても合掌材を梁材間に架設でき、シン
グルグリッドシステム、ダブルグリッドシステム、さら
にはダブルグリッドしシステムにおいて部屋の間仕切り
が異なる場合であっても単一の合掌材で足りるため、部
材の統一化を促進しかつコストダウンを計りうる。
In addition, gassho materials have a structure in which they are installed using bolts that pass through one of the multiple through holes provided in the mounting piece in the length direction. Gassho materials can be installed between beams even if the spacing is different, and a single gassho material is sufficient even if the room partitions are different in a single grid system, double grid system, or even double grid system. Therefore, it is possible to promote the unification of components and reduce costs.

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

第1図は本発明の構造を採用した家屋の一例を示す斜視
図、第2図は本発明の構造の一実施例を示す斜視図、第
3図はその側面図、第4図はその要部を示す斜視図、第
5図はその部分分解斜視図、第6図は棟部を示す側面図
、第7図(a)〜(e)は取付片と合掌材との他の接続
側を示す線図、第8図は取付片と合掌材との他の接続側
を示す線図、第9図(al〜+01は家屋のグリッドシ
ステムを示す側面図である。 2.2A、2B−束材、 3−・梁材、4、−・登り梁
、 5−・−合掌材、 6・・−取付金具、7−取付片
、 9.9A、9B、9C,9D・−透孔、A −棟部、 
R−・傾斜屋根。
Fig. 1 is a perspective view showing an example of a house employing the structure of the present invention, Fig. 2 is a perspective view showing an embodiment of the structure of the invention, Fig. 3 is a side view thereof, and Fig. 4 is its main outline. FIG. 5 is a partially exploded perspective view of the section, FIG. 6 is a side view of the ridge, and FIGS. 8 is a diagram showing the other connection side between the mounting piece and the gassho material, and FIG. 9 is a side view showing the grid system of the house. 2.2A, 2B-bundle Material, 3--Beam material, 4--Climbing beam, 5--Gassho material, 6--Mounting bracket, 7-Mounting piece, 9.9A, 9B, 9C, 9D--Through hole, A- Munebe,
R-・Sloped roof.

Claims (1)

【特許請求の範囲】[Claims] 1 棟部の両側に傾斜屋根を形成する棟部の骨組架構構
造であって、前記棟部の両側かつ棟部と平行に並置した
束材間に前記棟部と平行に一対の梁材を架設するととも
に、該一対の梁材の向き合う側面に、該向き合う側にか
つ前記傾斜屋根の勾配で斜め上にのびる取付片を有する
取付金具を夫々固定する一方、前記取付片に該取付片の
長さ方向に複数の透孔を並設するとともに、前記向き合
う取付片間に、前記向き合う傾斜屋根の勾配で交わる一
対の登り梁部材が予め一体に接合された合掌材を、前記
複数の透孔の内の少なくとも1つの透孔を通るボルトを
用いて取付けてなる棟部の架構構造。
1. A frame frame structure of a ridge part that forms a sloped roof on both sides of the ridge part, in which a pair of beam members is erected parallel to the ridge part between bundles arranged parallel to the ridge part on both sides of the ridge part. At the same time, mounting brackets each having a mounting piece extending obliquely upward at the slope of the sloped roof are fixed to the opposite sides of the pair of beams, and the length of the mounting piece is fixed to the mounting piece. A plurality of through holes are arranged in parallel in the direction, and a pair of climbing beam members that intersect at the slope of the facing sloped roof are joined together in advance between the mounting pieces facing each other. The frame structure of the ridge part is attached using bolts passing through at least one through hole of the ridge part.
JP1095640A 1989-04-14 1989-04-14 Frame structure of the ridge Expired - Lifetime JPH083224B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1095640A JPH083224B2 (en) 1989-04-14 1989-04-14 Frame structure of the ridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1095640A JPH083224B2 (en) 1989-04-14 1989-04-14 Frame structure of the ridge

Publications (2)

Publication Number Publication Date
JPH02272143A true JPH02272143A (en) 1990-11-06
JPH083224B2 JPH083224B2 (en) 1996-01-17

Family

ID=14143105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1095640A Expired - Lifetime JPH083224B2 (en) 1989-04-14 1989-04-14 Frame structure of the ridge

Country Status (1)

Country Link
JP (1) JPH083224B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012220997A1 (en) 2011-11-18 2013-07-04 Cool Haven - Habitacoes Modulares E Eco-Sustentaveis, S.A. Modular construction method
PT10888U (en) * 2011-03-16 2013-07-15 Modeling Solutions Unipessoal Lda MULTIFUNCTIONAL MODULAR MOTHER AND RESPECTIVE COUPLING PROCESS

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5310118U (en) * 1976-07-09 1978-01-27
JPS54160924U (en) * 1978-04-29 1979-11-10
JPS6299711U (en) * 1985-12-12 1987-06-25

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5310118U (en) * 1976-07-09 1978-01-27
JPS54160924U (en) * 1978-04-29 1979-11-10
JPS6299711U (en) * 1985-12-12 1987-06-25

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PT10888U (en) * 2011-03-16 2013-07-15 Modeling Solutions Unipessoal Lda MULTIFUNCTIONAL MODULAR MOTHER AND RESPECTIVE COUPLING PROCESS
DE102012220997A1 (en) 2011-11-18 2013-07-04 Cool Haven - Habitacoes Modulares E Eco-Sustentaveis, S.A. Modular construction method

Also Published As

Publication number Publication date
JPH083224B2 (en) 1996-01-17

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