JPS5853865Y2 - Grass retaining device for shed beams - Google Patents

Grass retaining device for shed beams

Info

Publication number
JPS5853865Y2
JPS5853865Y2 JP16131178U JP16131178U JPS5853865Y2 JP S5853865 Y2 JPS5853865 Y2 JP S5853865Y2 JP 16131178 U JP16131178 U JP 16131178U JP 16131178 U JP16131178 U JP 16131178U JP S5853865 Y2 JPS5853865 Y2 JP S5853865Y2
Authority
JP
Japan
Prior art keywords
roof
support
piece
beam joint
beams
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
JP16131178U
Other languages
Japanese (ja)
Other versions
JPS5576302U (en
Inventor
豊 多田隈
Original Assignee
株式会社クボタ
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 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP16131178U priority Critical patent/JPS5853865Y2/en
Publication of JPS5576302U publication Critical patent/JPS5576302U/ja
Application granted granted Critical
Publication of JPS5853865Y2 publication Critical patent/JPS5853865Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案はプレハブ住宅の小屋組を架構する小屋梁の支持
装置に関する。
[Detailed Description of the Invention] The present invention relates to a support device for a roof beam that frames a roof frame of a prefabricated house.

従来、プレハブ住宅の小屋組として例えば下屋組の架構
にさいし隅棟梁等の下屋梁の上端を支持するには、一般
に、相隣る2階外壁パネル間の接合部間に梁支持ピース
を取付け、そのピースで下屋梁の上端を支持していたの
であるが、2階外壁パネルの配置付けは定まっており、
したがって、梁支持ピースの位置も限定され、2階外壁
パネル接合部間以外の位置では下屋梁を支持することが
できないというプランの制約があった。
Conventionally, in order to support the upper end of a lower roof beam such as a corner ridge beam in a roof frame of a prefabricated house, for example, a beam support piece was generally installed between the joints between adjacent second-floor exterior wall panels. The piece was used to support the upper end of the lower roof beam, but the placement of the second floor exterior wall panels was already determined.
Therefore, the position of the beam support piece was also limited, and there was a plan restriction in that the lower roof beam could not be supported at any position other than between the joints of the second floor exterior wall panels.

また、2階外壁パネル接合部間では荷重の大きくかかる
下屋梁の支持力に欠きやすい等の難点があった。
Additionally, there were other drawbacks, such as the lower roof beams, which bear a large load, tend to lack the supporting capacity between the joints of the second-floor exterior wall panels.

即ち、この種従来技術として実開昭52−145922
号に開示されたものがある。
That is, as a prior art of this kind, Utility Model Application No. 52-145922
There is something disclosed in the issue.

この従来技術によれば、相隣る2階外壁パネル間の接合
部間に上下一対の梁をかけ渡し、該梁間にタル本受取付
片を設け、該タル木受取片に梁と平行な長尺のタル木受
をかけ渡し、該タル本受けにタル本の端部を載置するも
のであった。
According to this prior art, a pair of upper and lower beams are spanned between the joints between adjacent second-floor exterior wall panels, a barrel book receiving piece is provided between the beams, and the barrel book receiving piece has a length parallel to the beam. A long barrel wooden support was passed over the book, and the end of the barrel book was placed on the barrel bookholder.

従ってタル木受は水平状となり片流れ屋根にのみ適用さ
れるものであり、寄せ棟風の傾斜屋根には適用すること
ができなかった。
Therefore, the barrel supports were horizontal and could only be applied to single-sided roofs, and could not be applied to pitched roofs with hipped roofs.

しかも、梁は胴差とは別位置で胴差より上方に設けなけ
ればならず、別部材を必要とし、かつ構造複雑になると
共にその梁の強度は胴差より劣るものであったため、下
屋梁の支持力に劣るものであった。
Moreover, the beam had to be installed at a different location and above the trunk difference, requiring separate members, making the structure complex, and the strength of the beam was inferior to that of the trunk difference. The support capacity of the beam was poor.

本考案は従来の上記難点を解消すべくなされたもので、
その特徴とするところは、小屋組に屋根勾配の角度で傾
斜状に架構する小屋梁が、胴差側面に固着され胴差より
上方へ突出した梁支持ピースで支持されたものであって
、前記梁支持ピースは胴差に取付けられる取付基部と、
取付基部より上方へ延設状とされた支持脚部と、支持脚
部の上端部に設けられた梁接合部とを備え、梁接合部に
支持脚部の上方に位置する梁接合片と、該梁接合片の両
側方向へ離隔すると共に支持脚部より外方へ張出して並
設された両側の梁接合片とが夫々同一方向に突設され、
梁接合片に小屋梁が取付は支持された点にある。
This invention was made to solve the above-mentioned difficulties of the conventional method.
Its characteristic feature is that the roof beam, which is constructed on the roof frame in an inclined manner at the angle of the roof slope, is supported by a beam support piece that is fixed to the side of the roof deck and projects upward from the deck. The beam support piece has a mounting base that is attached to the barrel difference,
A support leg extending upward from the mounting base, a beam joint provided at the upper end of the support leg, and a beam joint piece located above the support leg at the beam joint; Beam joint pieces on both sides are spaced apart from each other in both directions of the beam joint piece and are juxtaposed to extend outward from the support legs, each protruding in the same direction;
The shed beam is attached to the beam joint piece at a supported point.

以下、本考案の実施例を図面に基づき説明する。Hereinafter, embodiments of the present invention will be described based on the drawings.

第1図はプレハブ住宅の小屋組の一例として示す下屋組
の伏せ図を示すものであり、1は鋼製の下屋組トラス、
2は平屋屋根の隅棟を構成する鋼製隅棟梁で、屋根勾配
の角度で傾斜して下屋組トラス1の上に斜交すべく架構
しである。
Figure 1 shows a laid-down view of a roof assembly as an example of a roof assembly for a prefabricated house; 1 is a steel roof assembly truss;
Reference numeral 2 denotes a steel corner ridge beam constituting the corner ridge of a one-story roof, and is constructed so as to be inclined at the angle of the roof slope and diagonally intersect above the lower roof truss 1.

3は下屋組をより堅固なものにするために組み入れた鋼
製補足梁で、屋根勾配の角度で傾斜して下屋組トラス1
の上に直交すべく架構しである。
3 is a steel supplementary beam that was incorporated to make the lower roof structure more solid.
The frame is perpendicular to the top.

4は母屋で、上記下屋組トラス1、隅棟梁2、および補
足梁3の上に渡しかけられている。
Reference numeral 4 denotes the main building, which is being extended over the above-mentioned lower building truss 1, corner ridge beams 2, and supplementary beams 3.

5は2階の外壁パネル、6は1階の外壁パネルである。5 is an exterior wall panel on the second floor, and 6 is an exterior wall panel on the first floor.

上記2階外壁パネル5とこの直下に配置した1階壁パネ
ル7との間には第4図に示すように、鋼製の胴差8が架
構されている。
As shown in FIG. 4, a steel girder 8 is constructed between the second floor outer wall panel 5 and the first floor wall panel 7 placed directly below it.

この胴差8の外面側には梁支持ピース9を取付けている
A beam support piece 9 is attached to the outer surface of the barrel difference 8.

その梁支持ピース9は金属板材を側面り形に折曲して形
成した取付基部10と、型鋼材よりなる支持脚部11と
からなり、取付基部10のL形の一辺を構成する垂直部
10aを胴差8の長手方向の外面側所定位置に重合し、
この重合部をボルト12で締付け、又他辺を構成する水
平部10b、および前記垂直部10aに支持脚部11ノ
下端の2個所11 a、11 bを溶接等により固定し
である。
The beam support piece 9 consists of a mounting base 10 formed by bending a metal plate material into a sidewall shape, and a support leg 11 made of a shaped steel material, and a vertical portion 10a forming one side of the L shape of the mounting base 10. are overlapped at a predetermined position on the outer surface side in the longitudinal direction of the barrel difference 8,
This overlapping part is tightened with bolts 12, and two lower ends 11a and 11b of the support leg 11 are fixed to the horizontal part 10b and the vertical part 10a, which constitute the other side, by welding or the like.

この梁支持ピース9の支持脚部11は上端が隅棟梁2の
上端を支持する2階外壁パネル5下端の高さ位置になる
まで立設され、その上端に梁接合部13を溶接等により
取付けである。
The support leg portion 11 of this beam support piece 9 is erected until the upper end reaches the height position of the lower end of the second floor exterior wall panel 5 that supports the upper end of the corner ridge beam 2, and the beam joint portion 13 is attached to the upper end by welding or the like. It is.

そして梁接合部13には、支持脚部11の上方に位置す
る梁接合片と、該梁接合片の両側方向へ離隔すると共に
支持脚部より外方へ張出して並設された両側の梁接合片
とを夫々同一方向に突設されており、平面視E形状に形
成されている。
The beam joint portion 13 includes a beam joint piece located above the support leg portion 11, and beam joints on both sides that are spaced apart from each other in both directions of the beam joint piece and extend outward from the support leg portion. The two pieces protrude in the same direction, and are formed in an E shape when viewed from above.

而して、第5図および第6図に示すように隅棟梁2の上
端の下面に下向きに突設した平面り形の接合部14を、
前記梁支持ピース9の上端の梁接合部13の一側の梁接
合片に、該梁接合片及び接合部14に夫々有する結合孔
15.16を合致すべく重合させ、ボルト17をその結
合孔15.16に通して締付けることにより、隅棟梁2
の上端を梁支持ピース9の上端に支持しである。
As shown in FIGS. 5 and 6, a planar joint 14 is provided on the lower surface of the upper end of the corner beam 2, projecting downward.
The beam joint piece on one side of the beam joint part 13 at the upper end of the beam support piece 9 is overlapped with the joint holes 15 and 16 provided in the beam joint piece and the joint part 14, respectively, and the bolt 17 is inserted into the joint hole. 15. By tightening through 16, corner ridge beam 2
The upper end is supported on the upper end of the beam support piece 9.

なお、上記梁支持ピース9の上端の梁接合部13には複
数の梁接合片が設けられているので、上記隅棟梁2のほ
かに、第1図に例示する型式の下屋組には組み込まれて
いないがその他の型式の下屋組に組み込まれる第5図に
示す補足梁18、あるいはその他の下屋梁を支持するこ
ともでき、部材の削減が図れる。
In addition, since a plurality of beam joint pieces are provided at the beam joint part 13 at the upper end of the beam support piece 9, in addition to the corner ridge beam 2, these pieces are not included in the roof assembly of the type shown in FIG. However, it is also possible to support the supplementary beam 18 shown in FIG. 5, which is incorporated into other types of roof assemblies, or other roof beams, thereby reducing the number of members.

このように、下屋組の隅棟梁2等の下屋梁を支持する梁
支持ピース9は、胴差8に対してはこの長手方向の任意
位置に付設することができるので、下屋梁を胴差8長手
方向の所要位置で支持することができてプランの制約は
ない。
In this way, the beam support piece 9 that supports the lower roof beams such as the corner ridge beams 2 of the lower roof deck can be attached to the girder difference 8 at any position in the longitudinal direction. The torso difference 8 can be supported at any desired position in the longitudinal direction, and there are no restrictions on the plan.

また、下屋梁をそのように梁支持ピース9を介して支持
する胴差8は、相隣る2階外壁パネル5゜5間の接合部
よりも強固な構造体に構成されるものであって、大きい
荷重を受ける下屋梁も、その強固な構造体の胴差8を利
用して存分に支持することができる。
Furthermore, the girder 8 that supports the lower deck beams via the beam support pieces 9 is constructed to be a stronger structure than the joints between the adjacent second floor exterior wall panels 5. Therefore, the roof beam, which is subject to a large load, can be fully supported by utilizing the girth difference 8 of the strong structure.

さらに梁支持ピース9の高さを順次変更してゆくことに
より、寄棟屋根において最適の効果を発揮する。
Furthermore, by sequentially changing the height of the beam support pieces 9, the optimum effect can be achieved on a hipped roof.

以上のように、寄棟屋根や傾斜屋根等、屋根の種類を問
わずに適用でき、従って需要者の要望に応じて、多種多
様のプランに容易に対応できる。
As described above, the present invention can be applied to any type of roof, such as a hipped roof or a sloped roof, and therefore can be easily adapted to a wide variety of plans according to the needs of consumers.

また、支持脚部11の上端に設けられた梁接合部13の
各梁接合片が、支持脚部11の上方及び外方へ張出して
夫々離隔して並設された構成であるため、各梁接合片間
の間隔が十分に確保され、隅棟梁2や補足梁18あるい
はその他の下屋梁等を夫々取付は支持する際、何等支障
とならない。
In addition, each beam joint piece of the beam joint part 13 provided at the upper end of the support leg part 11 is configured to protrude upward and outward from the support leg part 11 and are spaced apart from each other and arranged in parallel. Sufficient spacing between the joint pieces is ensured, and there is no problem when installing and supporting the corner ridge beams 2, supplementary beams 18, or other roof beams, etc., respectively.

さらに支持脚部11と梁接合部13とを同幅に構成すれ
ば、支持脚部11が必要以上の強度を具備するが、梁支
持ピース9全体の重量が増加し、好ましくない。
Furthermore, if the support leg portion 11 and the beam joint portion 13 are configured to have the same width, the support leg portion 11 will have more strength than necessary, but the weight of the entire beam support piece 9 will increase, which is not preferable.

しかしながら、上記実施例の如く、支持部材11と梁接
合部13とを異幅に構成すれば、必要かつ十分な強度を
具備すると共に、軽量化が図られた梁支持ピース9が提
供できる。
However, if the support member 11 and the beam joint portion 13 are configured to have different widths as in the above embodiment, it is possible to provide the beam support piece 9 which has the necessary and sufficient strength and is lightweight.

本考案は以上のように、小屋梁を胴差長手方向の所要位
置にかつ堅固に支持することができる利点がある。
As described above, the present invention has the advantage of being able to firmly support the roof beam at a desired position in the longitudinal direction of the shed.

また梁支持ピースの梁接合部に複数の梁接合片が設けら
れているため、隅棟梁、補足梁等の各種小屋梁が支持で
き、支持部材の削減が図れる。
Furthermore, since a plurality of beam joint pieces are provided at the beam joint portion of the beam support piece, various types of roof beams such as corner beams and supplementary beams can be supported, and the number of supporting members can be reduced.

さらに梁支持ピースの胴差に対する取付は位置や、小屋
梁の梁接合片に対する取付は位置選択によって、寄棟屋
根や傾斜屋根等、屋根の種類を問わず適用でき、従って
需要者の要望に応じて多種多様のプランに容易に対応で
きる。
Furthermore, depending on the position of the beam support piece to the body difference, and the position of the roof beam to the beam joint piece, it can be applied to any type of roof, such as a hipped roof or a sloped roof. It can easily accommodate a wide variety of plans.

また各梁接合片間の間隔が十分に確保され、小屋梁の夫
々の取付けに何等支障とならず、しがも梁支持ピースの
軽量化か図れるという利点を奏する。
Further, the space between each beam joint piece is ensured sufficiently, so that there is no problem in attaching each roof beam, and there is an advantage that the weight of the beam support piece can be reduced.

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

第1図は下屋組の伏せ図、第2図は本考案装置に使用す
る梁支持ピースの平面図、第3図は同ピースの正面図、
第4図は同ピースの取付状態を示す側面図、第5図は第
1図におけるA部分の隅棟梁上端の支持状態を示す拡大
平面図、第6図は第5図におけるvI−vI線断面図で
ある。 2・・・・・・隅棟梁(小屋梁の一例)、8・・・・・
・胴差、9・・・・・・梁支持ピース、10・・・・・
・取付基部、11・・・・・・支持脚部、13・・・・
・・梁接合部。
Figure 1 is a down view of the Shimoyagumi, Figure 2 is a plan view of the beam support piece used in the device of the present invention, Figure 3 is a front view of the same piece,
Fig. 4 is a side view showing the installation state of the same piece, Fig. 5 is an enlarged plan view showing the support state of the upper end of the corner ridge beam of section A in Fig. 1, and Fig. 6 is a cross section taken along the line vI-vI in Fig. 5. It is a diagram. 2... Corner beam (an example of a roof beam), 8...
- Torso difference, 9...Beam support piece, 10...
・Mounting base, 11...Support leg part, 13...
・Beam joint.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 小屋組に屋根勾配の角度で傾斜状に架構する小屋梁が、
胴差側面に固着され胴差より上方へ突出した梁支持ピー
スで支持されたものであって、前記梁支持ピースは胴差
に取付けられる取付基部と、取付基部より上方へ延設状
とされた支持脚部と、支持脚部の上端部に設けられた梁
接合部とを備え、梁接合部に支持脚部の上方に位置する
梁接合片と、該梁接合片の両側方向へ離隔すると共に支
持脚部より外方へ張出して並設された両側の梁接合片と
が夫々同一方向に突設され、梁接合片に小屋梁が取付は
支持されたことを特徴とする小屋梁の支持装置。
The roof beams are constructed on the roof frame in an inclined manner at the angle of the roof slope.
It is supported by a beam support piece that is fixed to the side surface of the trunk difference and protrudes upward from the trunk difference, and the beam support piece has a mounting base that is attached to the trunk difference, and a shape that extends upward from the mounting base. A support leg, a beam joint provided at the upper end of the support leg, a beam joint piece located above the support leg at the beam joint, and a beam joint piece spaced apart in both directions of the beam joint piece. A support device for a roof beam, characterized in that beam joint pieces on both sides are arranged in parallel and extend outward from the support legs, and the roof beams are attached to and supported by the beam joint pieces. .
JP16131178U 1978-11-21 1978-11-21 Grass retaining device for shed beams Expired JPS5853865Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16131178U JPS5853865Y2 (en) 1978-11-21 1978-11-21 Grass retaining device for shed beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16131178U JPS5853865Y2 (en) 1978-11-21 1978-11-21 Grass retaining device for shed beams

Publications (2)

Publication Number Publication Date
JPS5576302U JPS5576302U (en) 1980-05-26
JPS5853865Y2 true JPS5853865Y2 (en) 1983-12-07

Family

ID=29155913

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16131178U Expired JPS5853865Y2 (en) 1978-11-21 1978-11-21 Grass retaining device for shed beams

Country Status (1)

Country Link
JP (1) JPS5853865Y2 (en)

Also Published As

Publication number Publication date
JPS5576302U (en) 1980-05-26

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