JPH052721Y2 - - Google Patents

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Publication number
JPH052721Y2
JPH052721Y2 JP4411186U JP4411186U JPH052721Y2 JP H052721 Y2 JPH052721 Y2 JP H052721Y2 JP 4411186 U JP4411186 U JP 4411186U JP 4411186 U JP4411186 U JP 4411186U JP H052721 Y2 JPH052721 Y2 JP H052721Y2
Authority
JP
Japan
Prior art keywords
truss beam
wooden truss
sinking
reinforcing hardware
wooden
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
JP4411186U
Other languages
Japanese (ja)
Other versions
JPS62155101U (en
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 filed Critical
Priority to JP4411186U priority Critical patent/JPH052721Y2/ja
Publication of JPS62155101U publication Critical patent/JPS62155101U/ja
Application granted granted Critical
Publication of JPH052721Y2 publication Critical patent/JPH052721Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、主として枠組壁工法等の木質住宅に
おける木質トラス梁のめり込み防止構造に関する
ものである。
[Detailed description of the invention] (Field of industrial application) The present invention mainly relates to a structure for preventing sinking of wooden truss beams in wooden houses such as frame wall construction methods.

(従来の技術) 上記のような木質トラス梁は、通常その両端下
部を方立て材の上端に載置支持されている。
(Prior Art) The wooden truss beam as described above is usually supported by placing the lower ends of both ends on the upper ends of the mullion members.

従つて、木質トラス梁に作用するすべての荷重
はその支持部にかかり、同支持部を通して方立て
材に伝えられるようになつている。
Therefore, all loads acting on the wooden truss beam are applied to its supports and transmitted to the mullions through the supports.

(考案が解決しようとする問題点) しかしながら、木材は一般的に繊維方向と直交
する方向からの荷重には弱く、大きな荷重が作用
すると荷重がかかる部分にめり込みが発生するこ
とがあり、木質トラス梁の場合、方立て材の上端
に支持される下弦材には繊維方向と直交する方向
に荷重が作用することになるため、積雪、その他
の理由により大きな荷重がかかつた場合、下弦材
の下面がめり込むおそれがあり、建付けの悪化や
部材破壊を招く等の問題点があつた。
(Problem that the invention aims to solve) However, wood is generally weak against loads from a direction perpendicular to the fiber direction, and when a large load is applied, sinking may occur in the area where the load is applied. In the case of a beam, the load acts on the lower chord member supported at the upper end of the mullion in a direction perpendicular to the fiber direction, so if a large load is applied due to snow accumulation or other reasons, the lower chord member There was a risk that the bottom surface would sink in, leading to problems such as poor installation and damage to parts.

本考案は上記問題点を解決することができる、
木質トラス梁のめり込み防止構造の提供を目的と
するものである。
The present invention can solve the above problems.
The purpose is to provide a structure that prevents wood truss beams from sinking in.

(問題点を解決するための手段) 本考案は上記目的を達成するため、木質トラス
梁と、同木質トラス梁の下部を支持する方立て材
との間に、木質トラス梁の下弦材めり込み防止用
の補強金物を介装させてなることを特徴とするも
のである。
(Means for solving the problem) In order to achieve the above object, the present invention prevents the lower chord of the wooden truss beam from sinking between the wooden truss beam and the mullion that supports the lower part of the wooden truss beam. It is characterized by interposing reinforcing hardware for use.

(作用) 上記のように、木質トラス梁と方立て材との間
に木質トラス梁の下弦材めり込み防止用補強金物
を介装しているため、同金物によつて、下弦材の
両端部を補強し、めり込みに対する許容耐力を大
きくすることができる。
(Function) As mentioned above, since the reinforcing hardware to prevent the bottom chord of the wooden truss beam from sinking in is interposed between the wooden truss beam and the mullion, both ends of the bottom chord are It can be reinforced and the allowable strength against sinking can be increased.

(実施例) 以下に本考案の好ましい実施例を図面に基づい
て説明する。
(Embodiments) Preferred embodiments of the present invention will be described below based on the drawings.

1は木質トラス梁で、上弦材2、下弦材3、及
びこれらの間を連結するつなぎ材4等から構成さ
れている。なお、トラスの連結部はネイルプレー
ト5等によつて連結補強されている。
Reference numeral 1 denotes a wooden truss beam, which is composed of an upper chord member 2, a lower chord member 3, and a connecting member 4 connecting these members. Note that the connecting portions of the truss are connected and reinforced by nail plates 5 and the like.

6は、木質トラス梁1の両側に縦方向に配置さ
れ、その上端に木質トラス梁1の両端部を載置支
持する方立て材であり、本実施例では枠組壁工法
に使用される一辺が2インチ、他辺が4インチの
断面の枠材を使用している。(第1図では図中右
側部分のみを表示している。) 7は、コの字形断面形状で、木質トラス梁1の
下弦材3の両端下面に下方より嵌め込まれ、方立
て材6の上端に載置支持される下弦材3の両端部
を補強して下弦材3のめり込みを防止する第1補
強金物であり、下弦材3の下面との接触面には、
緩衝用の鉄板等の第2補強金物8を有している。
Reference numeral 6 denotes a mullion that is arranged vertically on both sides of the wooden truss beam 1 and supports both ends of the wooden truss beam 1 on its upper end. A frame material with a cross section of 2 inches and 4 inches on the other side is used. (In Figure 1, only the right side of the figure is shown.) 7 has a U-shaped cross section, and is fitted from below to the lower surface of both ends of the lower chord member 3 of the wooden truss beam 1, and is inserted into the upper end of the mullion member 6. This is a first reinforcing hardware that reinforces both ends of the lower chord member 3 placed and supported by the lower chord member 3 to prevent the lower chord member 3 from sinking in, and the contact surface with the lower surface of the lower chord member 3 is
It has a second reinforcing hardware 8 such as a buffer iron plate.

上記のような木質トラス梁1には、建物上部か
らの鉛直荷重がかかり、この荷重は、その両端か
ら木質トラス梁1を支持する方立て材6に伝えら
れる。
A vertical load from the upper part of the building is applied to the wooden truss beam 1 as described above, and this load is transmitted from both ends to the mullions 6 that support the wooden truss beam 1.

積雪等によつて大きな荷重が建物にかかると、
本願考案の木質トラス梁1を用いる建築構造にお
ける設計に限らず、一般的に木質の梁の場合には
その両端部の支持部分において経年的なめり込み
が発生するのは不可避であつた。
When a large load is applied to a building due to snowfall, etc.
Not only in the design of an architectural structure using the wooden truss beam 1 of the present invention, but in the case of a wooden beam in general, it is inevitable that the support portions at both ends of the wooden beam will sink in over time.

即ち、木質トラス梁1の支持部にも大きな荷重
が作用し、これが木質トラス梁1の下弦材3の、
繊維方向と直交する方向からの荷重となるため、
下弦材3の下面にめり込みが発生していたが、本
実施例のように木質トラス梁1の下弦材両端にめ
り込み防止用第1補強金物7を設けることによつ
て、同部を補強することができるため、下弦材3
のめり込みに対する許容耐力を大きくできる。
That is, a large load also acts on the support portion of the wooden truss beam 1, and this causes the lower chord member 3 of the wooden truss beam 1 to
Since the load is from a direction perpendicular to the fiber direction,
Although sinking had occurred on the lower surface of the lower chord member 3, this part could be reinforced by providing the first reinforcing hardware 7 for preventing sinking at both ends of the lower chord member of the wooden truss beam 1 as in this embodiment. Because of this, the lower chord material 3
The allowable resistance against sinking can be increased.

また、第1補強金物7の肉厚が薄い場合であつ
ても、第2補強金物8により該第1補強金物7の
変形等は有効に防止しうる。
Moreover, even if the first reinforcing metal fitting 7 is thin, deformation of the first reinforcing metal fitting 7 can be effectively prevented by the second reinforcing metal fitting 8.

なお、第1補強金物7や第2補強金物8の形状
や肉厚などについては、設計条件に応じて任意に
設定しうるし、また条件によつては第2補強金物
8は省略することもできる等、本考案の要旨を逸
脱しない範囲内で種々の変形例が可能なことは言
うまでもない。
Note that the shape, wall thickness, etc. of the first reinforcing hardware 7 and the second reinforcing hardware 8 can be set arbitrarily according to design conditions, and the second reinforcing hardware 8 can be omitted depending on the conditions. It goes without saying that various modifications are possible without departing from the gist of the present invention.

(考案の効果) 以上に詳述したように本考案によると、木質ト
ラス梁と同トラスを支持する方立て材との間に補
強金物を介装しているため、木質トラス梁の下弦
材のめり込みに対する許容耐力を大きくすること
ができる。
(Effects of the invention) As detailed above, according to the invention, reinforcing hardware is interposed between the wooden truss beam and the mullion supporting the truss, so that the bottom chord of the wooden truss beam sinks into place. It is possible to increase the allowable proof stress for

従つて、大きな荷重が作用しても、下弦材のめ
り込みを防止することが可能となり、めり込みに
よる建付けの悪化や部材破壊などを確実に解消で
きる等の効果を奏する。
Therefore, even if a large load is applied, it is possible to prevent the lower chord material from sinking in, and it is possible to reliably eliminate problems such as deterioration of installation and damage to members due to sinking.

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

第1図は本考案の一実施例を示す要部の正面
図、第2図は補強金具の構成を示す斜視図であ
る。 1……木質トラス梁、2……上弦材、3……下
弦材、4……つなぎ材、5……ネイルプレート、
6……方立て材、7……第1補強金物、8……第
2補強金物。
FIG. 1 is a front view of essential parts showing an embodiment of the present invention, and FIG. 2 is a perspective view showing the structure of a reinforcing metal fitting. 1...Wood truss beam, 2...Top chord material, 3...Bottom chord material, 4...Tie material, 5...Nail plate,
6... mullion material, 7... first reinforcing hardware, 8... second reinforcing hardware.

Claims (1)

【実用新案登録請求の範囲】 1 木質トラス梁と、同木質トラス梁の両端下部
を支持する方立て材との間に木質トラス梁の下
弦材めり込み防止用補強金物を介装させてなる
ことを特徴とする木質トラス梁のめり込み防止
構造。 2 前記補強金物は、第1補強金物と第2補強金
物とからなる実用新案登録請求の範囲第1項記
載の木質トラス梁のめり込み防止構造。 3 前記第1補強金物は、コの字形断面形状で、
前記下弦材の両端下面に下方より嵌装されてい
ることを特徴とする実用新案登録請求の範囲第
2項記載の木質トラス梁のめり込み防止構造。 4 前記第2補強金物は前記下弦材下面との接触
面に調整材を介して嵌装されていることを特徴
とする実用新案登録請求の範囲第2項記載の木
質トラス梁のめり込み防止構造。
[Scope of Claim for Utility Model Registration] 1. Reinforcing hardware for preventing the bottom chord of the wooden truss beam from sinking in is interposed between the wooden truss beam and the mullions that support the lower parts of both ends of the wooden truss beam. Features a wooden truss beam that prevents sinking. 2. The structure for preventing sinking of a wooden truss beam according to claim 1, wherein the reinforcing hardware includes a first reinforcing hardware and a second reinforcing hardware. 3. The first reinforcing hardware has a U-shaped cross section,
The structure for preventing sinking of a wooden truss beam according to claim 2, which is fitted from below to the lower surface of both ends of the lower chord member. 4. The structure for preventing sinking of a wooden truss beam according to claim 2, wherein the second reinforcing hardware is fitted onto a contact surface with the lower surface of the lower chord member via an adjusting member.
JP4411186U 1986-03-26 1986-03-26 Expired - Lifetime JPH052721Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4411186U JPH052721Y2 (en) 1986-03-26 1986-03-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4411186U JPH052721Y2 (en) 1986-03-26 1986-03-26

Publications (2)

Publication Number Publication Date
JPS62155101U JPS62155101U (en) 1987-10-02
JPH052721Y2 true JPH052721Y2 (en) 1993-01-22

Family

ID=30861607

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4411186U Expired - Lifetime JPH052721Y2 (en) 1986-03-26 1986-03-26

Country Status (1)

Country Link
JP (1) JPH052721Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021080644A (en) * 2019-11-14 2021-05-27 積水化学工業株式会社 Fixing method of ceiling hanger and roof unit

Also Published As

Publication number Publication date
JPS62155101U (en) 1987-10-02

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