JPS5931844Y2 - Flat roof structure in wooden frame buildings - Google Patents

Flat roof structure in wooden frame buildings

Info

Publication number
JPS5931844Y2
JPS5931844Y2 JP14530679U JP14530679U JPS5931844Y2 JP S5931844 Y2 JPS5931844 Y2 JP S5931844Y2 JP 14530679 U JP14530679 U JP 14530679U JP 14530679 U JP14530679 U JP 14530679U JP S5931844 Y2 JPS5931844 Y2 JP S5931844Y2
Authority
JP
Japan
Prior art keywords
girder
arm
arms
wooden frame
flat roof
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
Application number
JP14530679U
Other languages
Japanese (ja)
Other versions
JPS5661611U (en
Inventor
繁雄 呉屋
守信 新垣
Original Assignee
株式会社新洋商会
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 株式会社新洋商会 filed Critical 株式会社新洋商会
Priority to JP14530679U priority Critical patent/JPS5931844Y2/en
Publication of JPS5661611U publication Critical patent/JPS5661611U/ja
Application granted granted Critical
Publication of JPS5931844Y2 publication Critical patent/JPS5931844Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は木造軸組建築における平屋根構造に関する。[Detailed explanation of the idea] This invention relates to a flat roof structure in a wooden frame building.

従来の木造軸組建築の屋根は、専ら、切り妻形又は寄せ
むね形であったが、今後は平屋根が好まれる場合が考え
られる。
Traditionally, the roofs of wooden framework buildings were exclusively gable-shaped or hip-shaped, but flat roofs may be preferred in the future.

また、出願人は、木造建築の軸組構造全般についてその
各部構造を共通に規格化し、仕口、木口、継手等の加工
をすべて工場内σ)機械により集中的に行い、施工現場
においては、これらの加工された部材を接合金具を用い
て結合してゆくだけで容易に高品質の木造建築物を組立
て得る木造軸組工法に関する新規な発明及び考案を既に
提案している。
In addition, the applicant has standardized the structure of each part of the frame structure of wooden buildings in general, and all processing of joints, butt ends, joints, etc. is performed centrally in the factory using σ) machines, and at the construction site, We have already proposed a new invention and idea regarding a wooden frame construction method that allows for the easy assembly of high-quality wooden buildings simply by joining these processed members using joining metal fittings.

本考案の目的は、上記新規な発明及び考案と併用し、建
築物全体に要する部材点数と仕口構造を共通化して、工
場における機械加工率を高めた木造軸組構造の平屋根構
造を提供することにある。
The purpose of the present invention is to provide a flat roof structure of a wooden frame structure that uses the above-mentioned new inventions and ideas to standardize the number of parts required for the entire building and the joint structure, thereby increasing the machining rate in factories. It's about doing.

以下、本考案の実施例を図面に基いて説明する。Embodiments of the present invention will be described below with reference to the drawings.

第1図に本考案実施例の部分斜視図を示し、第2図に第
1色用部の分解斜視図、第3図に第1図■部の分解斜視
図を示す。
FIG. 1 shows a partial perspective view of an embodiment of the present invention, FIG. 2 shows an exploded perspective view of the first color section, and FIG. 3 shows an exploded perspective view of the section 2 in FIG.

軸組構造外周の柱1・・・1の上に支持された桁2゜3
は隅部で互に直交するが、その一方の桁2を隅の柱より
も外方へ延設し桁鼻4を設ける。
Girders 2゜3 supported on the columns 1...1 on the outer periphery of the frame structure
are orthogonal to each other at the corner, but one of the girders 2 is extended outward from the corner pillar to provide a girder nose 4.

また、桁2の外側面2人に複数個の腕木5・・・5を適
宜の間隔をおいて接合し、他方の桁3の外側面3Aにも
同様に腕木6・・・6を接合し、腕木5・・・5及び6
・・・6の各先端面を鼻隠し7及び8で被う。
Also, a plurality of arms 5...5 are joined to the two outer surfaces of the girder 2 at appropriate intervals, and arms 6...6 are similarly joined to the outer surface 3A of the other girder 3. , Arms 5...5 and 6
...Cover each end surface of 6 with fascias 7 and 8.

このようにして形成された桁2,3及び桁鼻4、腕木5
・・・5,6・・・6並びに鼻隠し7,8の上に屋根部
材を敷設すれば屋根が出来上る。
The girders 2 and 3 formed in this way, the girder nose 4, and the armrest 5
... 5, 6... 6 and the fascia 7, 8, the roof is completed.

第2図に山部の分解斜視図を示す。Figure 2 shows an exploded perspective view of the peak.

桁2の内側面の所定位置に凹所21を形成しその中心部
にダボ孔を穿って内側面に突出するようにダボ9を貫挿
する。
A recess 21 is formed at a predetermined position on the inner surface of the girder 2, a dowel hole is bored in the center of the recess 21, and a dowel 9 is inserted through the recess so as to protrude from the inner surface.

他方の桁3の端面の左右両側端を削除して方形凸部31
を形成し、その中心部にダボ孔32を穿って、ダボ9の
突出部がこれに貫入し、且つ凸部31と凹所21が嵌り
合うようにする。
The left and right ends of the end face of the other girder 3 are removed to form a rectangular convex portion 31.
A dowel hole 32 is formed in the center of the dowel hole 32 so that the protruding part of the dowel 9 penetrates therethrough and the convex part 31 and the recess 21 fit together.

また、桁3の端部には中立面に沿って水平方向の切割溝
33を刻設し、その切割溝33と平行なボルト孔34を
穿ち、さらに、切割溝33と直交して端部上面に開口す
る左右2個のビン孔35゜35を穿孔する。
In addition, a horizontal cut groove 33 is cut along the neutral plane at the end of the girder 3, a bolt hole 34 parallel to the cut groove 33 is bored, and a bolt hole 34 is drilled in the end perpendicular to the cut groove 33. Drill two bottle holes 35° 35 on the left and right that open on the top surface.

接合金具10.10は、L字形に折れ曲った当て板10
1の山側の片面に貫入板102が一体形成された金具で
、貫入板102にビン孔103が穿孔され、当て板10
1各面にボルト孔104,105が穿孔された構造であ
る。
The joining fitting 10.10 is a backing plate 10 bent in an L shape.
This is a metal fitting in which a penetration plate 102 is integrally formed on one side of the mountain side of 1. A bottle hole 103 is bored in the penetration plate 102,
1. It has a structure in which bolt holes 104 and 105 are bored on each side.

この接合金具を使用するときは、貫入板102を切割溝
33に左右両側面からそれぞれ貫入し、ボルト11で両
金具10.10を桁3の端部に挟み付ける。
When using this joining fitting, the penetration plate 102 is inserted into the cut groove 33 from both left and right sides, and both fittings 10 and 10 are clamped to the ends of the girder 3 with the bolts 11.

また、金具の取付は作業と相前後して、ダボ9をダボ孔
32に貫入し、凹所21と凸部31を嵌合する。
In addition, at the same time as the attachment of the metal fittings, the dowel 9 is inserted into the dowel hole 32, and the recess 21 and the convex portion 31 are fitted.

その後、ボルトl 2 、12により金具10,10を
桁2に強く固着し、次に、ピン13.13を桁のピン孔
35.35から接合金具のピン孔103,103に貫通
するように打ち込む。
After that, the metal fittings 10, 10 are firmly fixed to the girder 2 with the bolts l 2, 12, and then the pins 13.13 are driven from the pin holes 35.35 of the girder to the pin holes 103, 103 of the joining metal fittings. .

このとき、あらかじめ、桁のビン孔35と金具のビン孔
103の位置を適当に形成しておけば、ピン13の打ち
込みにより桁3を桁2に強く押Eさせて仕口構造を締め
ることができる。
At this time, if the positions of the pin holes 35 of the girder and the pin holes 103 of the metal fittings are properly formed in advance, the girder 3 can be strongly pushed against the girder 2 by driving the pin 13, and the joint structure can be tightened. can.

ピン13の打込み後、ポル) 11.11とナツト14
゜14を強く締め付けて金具による接合作業が終了する
0 第3図に、第1図の口部に示した桁2の内外両側面に桁
15と腕木5が接合する構造の分解斜視図を示す。
After driving pin 13, Pol) 11.11 and Natsu 14
゜The joining work using the metal fittings is completed by strongly tightening 14.0 Fig. 3 shows an exploded perspective view of the structure in which the girder 15 and the arm 5 are joined to both the inner and outer sides of the girder 2 shown at the mouth in Fig. 1. .

この場合は、第2図と同一の金具10が4個使用されて
腕木5を片持支持している。
In this case, four metal fittings 10, which are the same as those shown in FIG. 2, are used to support the arm 5 in a cantilevered manner.

すなわち、腕木5の根元端部にも、桁端部と同様に、ダ
ボ孔(第2図に表われず)、切割溝51、ボルト孔52
、ピン孔53,53が形成され、ダボ9Aはその一端だ
けが桁2の内側面から突出するようにダボ孔に貫挿され
ている。
That is, the base end of the arm 5 also has dowel holes (not shown in FIG. 2), cut grooves 51, and bolt holes 52, as in the girder end.
, pin holes 53, 53 are formed, and the dowel 9A is inserted through the dowel hole so that only one end thereof protrudes from the inner surface of the girder 2.

これを組立てるときは、腕木5に金具10,10を取付
け、桁15に金具10,10を取付け、次に腕木5及び
桁15を桁2に接合し、まず、ポル)12,12で金具
10・・・10を桁2に強固に固着する。
When assembling this, attach the metal fittings 10, 10 to the arm 5, attach the metal fittings 10, 10 to the girder 15, then join the arm 5 and the girder 15 to the girder 2, and first, attach the metal fittings 10, 10 with the poles 12, 12. ...Tightly fix 10 to digit 2.

次にピン13・・・13を打ち込んで接合木口を締め付
けたのち、ボルト11・・・11を再度強く締め付けて
作業を終了する。
Next, pins 13...13 are driven in to tighten the joint ends, and then bolts 11...11 are again strongly tightened to complete the work.

本考案において桁と桁又は桁と腕木を接合する仕口構造
は、当該木造建築物の軸組構造、例えば柱に、桁、梁、
胴縁等の横架材を接合する仕口構造と全く同一かそれに
準するものであるから、木材及び金具の部品の形状寸法
、並びに木口の加工が共通になり、工場における機械加
工の能率化と部品点数の共通化を一段と推進することが
できる。
In the present invention, the joint structure that connects girders and girders or girders and arms is the frame structure of the wooden building, such as columns, girders, beams,
Since it is exactly the same as or similar to the joint structure that joins horizontal members such as the trunk frame, the shapes and dimensions of the wood and metal fittings parts, as well as the processing of the butt ends, are common, making the machining in the factory more efficient. This makes it possible to further promote the standardization of the number of parts.

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

第1図は本考案実施例の部分斜視図、第2図は第1図の
H部の分解斜視図、第3図は第1図の1部の分解斜視図
である。 1・・・・・・柱、2,3・・・・・・桁、4・・・・
・・桁鼻、5,6・・・・・・腕木、7,8・・・・・
・鼻隠し、9,9A・・・・・・ダボ、10・・・・・
・接合金具。
1 is a partial perspective view of an embodiment of the present invention, FIG. 2 is an exploded perspective view of section H in FIG. 1, and FIG. 3 is an exploded perspective view of a portion of FIG. 1. 1...Column, 2,3...Girder, 4...
・・・Girder nose, 5, 6... Arm tree, 7, 8...
・Fascia, 9,9A... Dowel, 10...
・Joining metal fittings.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)軸組建築物の外周の柱上に支持された互に直交す
る桁の一方を上記周辺より外方へ延設し、上記各桁の外
方に複数個の腕木を適宜の間隔をおいて接合し、上記延
設した桁の先端並びに上記複数個の腕木の各先端面を鼻
隠しで被い、上記桁と上記腕木の接合部に上記桁の側面
と上記腕木の側面を接合金具により連結し、上記桁、腕
木並びに鼻隠で形成される平面の上に屋根部材を敷設し
てなることを特徴とする木造軸組建築における平屋根構
造。
(1) One side of the mutually orthogonal girders supported on the columns on the outer periphery of the frame building is extended outward from the periphery, and a plurality of arms are placed at appropriate intervals on the outside of each girder. The end of the extended girder and each end face of the plurality of arms are covered with a fascia, and the side surface of the girder and the side surface of the arm are connected to the joint of the girder and the arm using a joining metal fitting. A flat roof structure for a wooden frame building, characterized in that the roof member is laid on a plane formed by the girders, arms, and fascia.
(2)前項記載の接合金具が、上記桁の外側面と上記腕
木の左又は右の側面の根元端部に当接するL字形に折れ
曲った当て板と、その当て板の腕木に当接する面に直交
する貫入板とが一体形成され、上記貫入板の所定位置に
ピン孔が穿設され、上記当て板の各面にボルト孔が穿孔
された構造であることを特徴とする実用新案登録請求の
範囲第1項記載の木造軸組建築における平屋根構造。
(2) An L-shaped backing plate on which the joining fittings described in the preceding paragraph come into contact with the outer surface of the girder and the root end of the left or right side of the arm, and the surface of the backing plate that comes into contact with the arm. A request for registration of a utility model characterized in that the structure is integrally formed with a penetrating plate perpendicular to the penetrating plate, pin holes are drilled at predetermined positions in the penetrating plate, and bolt holes are bored in each side of the patch plate. A flat roof structure in a wooden frame building described in item 1.
JP14530679U 1979-10-19 1979-10-19 Flat roof structure in wooden frame buildings Expired JPS5931844Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14530679U JPS5931844Y2 (en) 1979-10-19 1979-10-19 Flat roof structure in wooden frame buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14530679U JPS5931844Y2 (en) 1979-10-19 1979-10-19 Flat roof structure in wooden frame buildings

Publications (2)

Publication Number Publication Date
JPS5661611U JPS5661611U (en) 1981-05-25
JPS5931844Y2 true JPS5931844Y2 (en) 1984-09-07

Family

ID=29376477

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14530679U Expired JPS5931844Y2 (en) 1979-10-19 1979-10-19 Flat roof structure in wooden frame buildings

Country Status (1)

Country Link
JP (1) JPS5931844Y2 (en)

Also Published As

Publication number Publication date
JPS5661611U (en) 1981-05-25

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