JP2581604Y2 - Basic structure of portal panel - Google Patents

Basic structure of portal panel

Info

Publication number
JP2581604Y2
JP2581604Y2 JP6128992U JP6128992U JP2581604Y2 JP 2581604 Y2 JP2581604 Y2 JP 2581604Y2 JP 6128992 U JP6128992 U JP 6128992U JP 6128992 U JP6128992 U JP 6128992U JP 2581604 Y2 JP2581604 Y2 JP 2581604Y2
Authority
JP
Japan
Prior art keywords
foundation
portal
panel
pillar
independent
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 - Fee Related
Application number
JP6128992U
Other languages
Japanese (ja)
Other versions
JPH0624028U (en
Inventor
輝興 大島
行宏 中尾
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP6128992U priority Critical patent/JP2581604Y2/en
Publication of JPH0624028U publication Critical patent/JPH0624028U/en
Application granted granted Critical
Publication of JP2581604Y2 publication Critical patent/JP2581604Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、集成木材により構成さ
れた門型パネルを基礎に建て込む構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure in which a portal panel made of laminated wood is built on a foundation.

【0002】[0002]

【従来の技術】パネル工法における木造住宅において、
家屋下のガレージの入口等、幅広の開口が要求される場
合に、門型パネルが適用される。この門型パネルは、水
平方向に延びる梁部の両端に、鉛直下方に延びる柱部が
結合されてなるもので、梁部および柱部は、板材が複数
積層されてなる集成木材から形成されている。
2. Description of the Related Art In a wooden house in a panel method,
When a wide opening is required, such as at the entrance of a garage under a house, a portal panel is applied. This portal panel is formed by joining columns extending vertically downward to both ends of a beam extending in the horizontal direction, and the beam and the column are formed of laminated wood in which a plurality of plate materials are laminated. I have.

【0003】[0003]

【考案が解決しようとする課題】このような門型パネル
は、特に水平力に対する耐力が優れるが、地盤に構築し
た基礎に対して建て込む場合、両側の柱部に多大な荷重
がかかるので、これに対応した好適な基礎構造の開発が
望まれている。
[Problems to be Solved by the Invention] Such portal panels are particularly excellent in horizontal strength, but when they are installed on a foundation constructed on the ground, a large load is applied to the pillars on both sides. It is desired to develop a suitable basic structure corresponding to this.

【0004】[0004]

【課題を解決するための手段】本考案は上記課題を解決
するためになされたもので、その手段としては、略水平
方向に延びる梁部と、この梁部の両端に結合されて略鉛
直下方に延びる柱部とを有し、これら梁部および柱部
は、板材が複数積層されてなる集成木材から形成されて
いる門型パネルを、地盤に構築した基礎に建て込む基礎
構造であって、地盤に前記柱部に応じた独立基礎を、布
基礎と一体に構築し、独立基礎に埋設されて鉛直上方に
突出するアンカーボルトを、柱部の下端部に貫通させて
結合し柱部を独立基礎に建て込むことを特徴としてい
る。
Means for Solving the Problems The present invention has been made to solve the above-mentioned problems, and includes a beam portion extending in a substantially horizontal direction, and a beam portion connected to both ends of the beam portion to be substantially vertically downward. The pillar portion and the pillar portion, the beam portion and the pillar portion, a gate-shaped panel formed of laminated wood formed by stacking a plurality of plate materials, is a foundation structure to be laid on a foundation constructed on the ground, An independent foundation corresponding to the pillar section is constructed on the ground integrally with the cloth foundation, and anchor bolts buried in the independent foundation and projecting vertically upward are penetrated to the lower end of the pillar section and joined to separate the pillar section. It is characterized by being built on the foundation.

【0005】[0005]

【作用】本考案によれば、多大な荷重を受ける門型パネ
ルを独立基礎で支持し、しかもこの独立基礎は布基礎と
一体化されているから、門型パネルを充分な耐力をもっ
て支持する。
According to the present invention, the portal panel which receives a large load is supported by the independent foundation, and since the independent foundation is integrated with the cloth foundation, the portal panel is supported with sufficient strength.

【0006】[0006]

【実施例】以下、図面を参照して本考案の一実施例を説
明する。図1は、本実施例のラーメン構造の門型パネル
1を一対として組み合わせてなる門型パネルユニットP
を示し、図2はこの門型パネルユニットPが適用された
3階建住宅の一部を示している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows a portal panel unit P formed by combining a pair of portal panels 1 having a ramen structure according to the present embodiment.
FIG. 2 shows a part of a three-story house to which the portal panel unit P is applied.

【0007】門型パネル1は、水平な梁部2の両端に柱
部3が結合されて構成されている。これら梁部2および
柱部3は、図3および図4に示すように、3枚の各合板
(板材)4の間に、梁部2の場合上下一対の、柱部3の
場合左右一対の芯材5が挟まれて積層され、接着および
釘打ちの手段により接合された、いわゆる集成木材から
構成されている。
The portal panel 1 has a horizontal beam 2 and columns 3 connected to both ends. As shown in FIG. 3 and FIG. 4, the beam 2 and the column 3 are provided between a pair of plywood (plate materials) 4, a pair of upper and lower members in the case of the beam 2, and a pair of right and left members in the case of the column 3. It is made of so-called laminated wood in which the core material 5 is sandwiched and laminated and joined by means of bonding and nailing.

【0008】門型パネルユニットPは、2枚の門型パネ
ル1(外側を1A、内側を1Bと符す)を所定間隔をお
いて互いに向かい合わせ、各柱部3の外側の側面に沿わ
せて接合した防腐材6どうしを支持控え壁7で結合し、
各柱部3の内側の縁部どうしを同じく支持控え壁7で結
合し、上端縁を門型パネルに応じた専用床パネル8、9
で結合して構成される。専用床パネル8は、図5に示す
ように、長方形枠材30の内側に、幅方向に延びる複数
の芯材31がわたされ、上板32が接合されてなるもの
で、専用床パネル9もこれと同様の構成となっている。
In the portal panel unit P, two portal panels 1 (the outer side is denoted by 1A and the inner side is denoted by 1B) are opposed to each other at a predetermined interval, and are arranged along the outer side surface of each pillar 3. The preservatives 6 joined together by the support buttress 7 are joined together,
The inner edges of the pillars 3 are also joined together by supporting buttress walls 7, and the upper edges are dedicated floor panels 8, 9 corresponding to the portal panels.
It is composed by combining with. As shown in FIG. 5, the exclusive floor panel 8 includes a plurality of core members 31 extending in the width direction inside a rectangular frame member 30 and an upper plate 32 joined thereto. It has a similar configuration.

【0009】図2に示す住宅は、壁パネル10、床パネ
ル11、妻壁パネル12、屋根パネル13、小壁パネル
14等を主として構成されている。
The house shown in FIG. 2 mainly includes a wall panel 10, a floor panel 11, a wall panel 12, a roof panel 13, a small wall panel 14, and the like.

【0010】妻部における3階の天井には、マグサ15
がわたされ、また、2階と3階の間には、3階の床パネ
ル11に連続して、前記専用床パネル8、9が設けられ
ている。さらに、妻部における2階および3階の左右の
壁パネル10には、門型パネルユニットPと同様に防腐
材6と支持控え壁7が接合されている。また、2階にお
ける上下の専用床パネル8、9の間と、3階における専
用床パネル8、9とマグサ15との間には、それぞれ左
右一対の中間支持控え壁16が建て込まれている。
On the ceiling of the third floor of the wife, Magsa 15
The exclusive floor panels 8 and 9 are provided between the second floor and the third floor so as to be continuous with the floor panel 11 on the third floor. Further, an antiseptic material 6 and a supporting buttress wall 7 are joined to the left and right wall panels 10 on the second and third floors in the wife part, similarly to the portal panel unit P. Further, a pair of left and right intermediate support buttresses 16 are respectively built between the upper and lower dedicated floor panels 8 and 9 on the second floor and between the dedicated floor panels 8 and 9 and the magsa 15 on the third floor. .

【0011】本実施例の前記門型パネルユニットPは、
開口P1を有し、その開口P1が、家屋下のガレージ1
7の入口とされる。
The portal panel unit P of this embodiment is
It has an opening P1, and the opening P1 is a garage 1 under a house.
7 entrance.

【0012】さて、上記門型パネルユニットPは、図6
に示す独立基礎18に建て込まれている。
The portal panel unit P is constructed as shown in FIG.
Is built on the independent foundation 18 shown in FIG.

【0013】この独立基礎18は、平面視正方形状で、
四角錐状のベース部18aの中央に突出部18bが設け
られたもので、門型パネルユニットPにおける各門型パ
ネル1A、1Bの各柱部3に応じる位置の地盤に設けら
れている。
The independent foundation 18 has a square shape in plan view.
A protruding portion 18b is provided at the center of a quadrangular pyramid-shaped base portion 18a. The protruding portion 18b is provided on the ground at a position corresponding to each pillar 3 of each of the portal panels 1A and 1B in the portal panel unit P.

【0014】図7に示すように、双方の独立基礎18の
間には、前後一対の基礎梁19がわたされ、各独立基礎
18からは、布基礎20が延びている。基礎梁19は、
門型パネルユニットPの下方に位置し、各独立基礎18
のベース部18aに一体に付着している。また、布基礎
20は壁パネル10が建て込まれるもので、フーチング
部20aと立上り部20bとからなり、独立基礎18に
対し、フーチング部19aがベース部18aに、立上り
部20bが突出部18bにそれぞれ一体に付着してい
る。特に立上り部20bは、上面および両側面が突出部
18bのそれに対し面一で連続している。
As shown in FIG. 7, a pair of front and rear foundation beams 19 extend between the two independent foundations 18, and a cloth foundation 20 extends from each independent foundation 18. The foundation beam 19
Located below the portal panel unit P, each independent foundation 18
Are integrally attached to the base portion 18a. Further, the cloth foundation 20 has the wall panel 10 built therein and includes a footing portion 20a and a rising portion 20b. With respect to the independent foundation 18, the footing portion 19a is on the base portion 18a, and the rising portion 20b is on the protruding portion 18b. Each is attached together. In particular, the rising portion 20b has the upper surface and both side surfaces continuous with the protrusion 18b.

【0015】独立基礎18の突出部18bには、各門型
パネル1A、1Bに応じた各一対のアンカーボルト21
が、鉛直上方に突出する状態で埋設されている。
A pair of anchor bolts 21 corresponding to each of the portal panels 1A and 1B is provided on the projection 18b of the independent foundation 18.
Are buried in a state protruding vertically upward.

【0016】門型パネルユニットPを独立基礎18に建
て込むには、図8に示すように、予め門型パネル1A、
1Bの柱部3の下端部に横長の長方形状の開口22と、
下端面から開口22に通じるアンカーボルト通し孔22
aを設けておき、独立基礎18の突出部18bに挟んだ
座板24を介して、各門型パネル1A、1Bのアンカー
ボルト通し孔にアンカーボルト21を通して各柱部3を
独立基礎18上に載せる。次いで、開口22に突出する
アンカーボルト21に、ワッシャ25を介してナット2
6をねじ付ける。前記アンカーボルト通し孔22aは、
図9に示すように、真ん中の合板4の下端部に下方に開
放する切欠き4aを形成することにより設けられる。
To install the portal panel unit P on the independent foundation 18, the portal panel 1A, as shown in FIG.
A horizontally-long rectangular opening 22 at the lower end of the column 3 of 1B;
Anchor bolt through hole 22 communicating with opening 22 from the lower end surface
a is provided, and each pillar 3 is placed on the independent foundation 18 through an anchor bolt 21 through an anchor bolt passage hole of each of the portal panels 1A and 1B via a seat plate 24 sandwiched between the projecting portions 18b of the independent foundation 18. Put on. Next, the nut 2 is attached to the anchor bolt 21 protruding from the opening 22 through the washer 25.
Screw 6 on. The anchor bolt through hole 22a is
As shown in FIG. 9, it is provided by forming a notch 4a that opens downward at the lower end of the plywood 4 in the middle.

【0017】このように、門型パネル1A、1Bの各柱
部3の下端部にアンカーボルト21を貫通させて各柱部
3を独立基礎18の突出部18bに結合することによ
り、門型パネル1A、1Bすなわち門型パネルユニット
Pが独立基礎18に建て込まれる。
As described above, the anchor bolts 21 are passed through the lower ends of the pillars 3 of the portal panels 1A and 1B, and the pillars 3 are connected to the protruding portions 18b of the independent foundation 18. 1A, 1B, that is, the portal panel unit P is built on the independent foundation 18.

【0018】上記のように独立基礎18に門型パネルユ
ニットPを建て込む基礎構造によれば、多大な荷重を受
ける各門型パネル1A、1Bを独立基礎18で支持し、
しかもこれら独立基礎18は、布基礎20と一体化され
ているから、各門型パネル1A、1Bを充分な耐力をも
って支持し、門型パネルを支持する基礎構造としてきわ
めて有用である。
According to the foundation structure in which the portal panel unit P is erected on the independent foundation 18 as described above, each portal panel 1A, 1B which receives a large load is supported by the independent foundation 18,
In addition, since these independent foundations 18 are integrated with the cloth foundation 20, they support each of the portal panels 1A and 1B with sufficient strength and are extremely useful as a foundation structure for supporting the portal panels.

【0019】また、門型パネルユニットPにおいては、
外側と内側の各門型パネル1A、1Bに対して荷重がほ
ぼ均等にかかり、特に専用床パネル8、9を構成する複
数の芯材31により荷重の分散がなされ、長いスパンで
あっても耐力や剛性の向上が図られるとともに、梁部2
の高さである梁成を短くでき、その結果開口P1を高く
することができる。
In the portal panel unit P,
The load is applied substantially evenly to each of the outer and inner portal panels 1A and 1B. In particular, the load is dispersed by the plurality of core members 31 constituting the exclusive floor panels 8 and 9, and the proof stress is obtained even in a long span. And rigidity are improved, and the beam 2
Can be shortened, and as a result, the opening P1 can be increased.

【0020】[0020]

【考案の効果】以上説明したように、本考案の門型パネ
ルの基礎構造によれば、略水平方向に延びる梁部と、こ
の梁部の両端に結合されて略鉛直下方に延びる柱部とを
有し、これら梁部および柱部は、板材が複数積層されて
なる集成木材から形成されている門型パネルを、地盤に
構築した基礎に建て込む基礎構造であって、地盤に前記
柱部に応じた独立基礎を、布基礎と一体に構築し、独立
基礎に埋設されて鉛直上方に突出するアンカーボルト
を、柱部の下端部に貫通させて結合し柱部を独立基礎に
建て込むことを特徴とするから、多大な荷重を受ける門
型パネルを独立基礎で支持し、しかも独立基礎は布基礎
と一体化されているから、門型パネルを充分な耐力をも
って支持し、門型パネルを支持する基礎構造としてきわ
めて有用であるといった効果を奏する。
As described above, according to the basic structure of the portal panel of the present invention, a beam extending in a substantially horizontal direction, and a column connected to both ends of the beam and extending substantially vertically downward are provided. The beam portion and the column portion have a foundation structure in which a gate-shaped panel formed of laminated wood in which a plurality of plate materials are laminated is laid on a foundation constructed on the ground, and the column portion is provided on the ground. Independent foundations are constructed integrally with the cloth foundation, and anchor bolts buried in the independent foundation and projecting vertically upward are penetrated to the lower end of the pillar part and combined to build the pillar part into the independent foundation. The gate-type panel which receives a large load is supported by the independent foundation, and since the independent foundation is integrated with the cloth foundation, the portal-type panel is supported with sufficient strength, and the portal-type panel is supported. It is extremely useful as a supporting base structure It was an effect.

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

【図1】本考案の一実施例の門型パネルによる門型パネ
ルユニットの斜視図である。
FIG. 1 is a perspective view of a portal panel unit according to an embodiment of the present invention.

【図2】同ユニットを適用した3階建て住宅の一部斜視
図である。
FIG. 2 is a partial perspective view of a three-story house to which the unit is applied.

【図3】門型パネルの梁部の高さ方向断面図である。FIG. 3 is a sectional view in the height direction of a beam portion of the portal panel.

【図4】門型パネルの柱部の幅方向断面図である。FIG. 4 is a cross-sectional view in the width direction of a pillar portion of the portal panel.

【図5】専用床パネルの構造を示す分解斜視図である。FIG. 5 is an exploded perspective view showing a structure of a dedicated floor panel.

【図6】独立基礎を説明するための斜視図である。FIG. 6 is a perspective view for explaining an independent foundation.

【図7】同独立基礎を含めた住宅の基礎の一部平面図で
ある。
FIG. 7 is a partial plan view of the foundation of the house including the independent foundation.

【図8】独立基礎に対する門型パネルの結合構造を示す
斜視図である。
FIG. 8 is a perspective view showing a connection structure of a portal panel to an independent foundation.

【図9】門型パネルの柱部の下端部の分解斜視図であ
る。
FIG. 9 is an exploded perspective view of a lower end portion of a pillar portion of the portal panel.

【符号の説明】[Explanation of symbols]

1A、1B 門型パネル 2 梁部 3 柱部 4 合板(板材) 18 独立基礎 20 布基礎 21 アンカーボルト P 門型パネルユニット P1 開口 Reference Signs List 1A, 1B portal panel 2 beam 3 pillar 4 plywood (plate material) 18 independent foundation 20 cloth foundation 21 anchor bolt P portal panel unit P1 opening

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 27/00──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int. Cl. 6 , DB name) E02D 27/00

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 略水平方向に延びる梁部と、この梁部の
両端に結合されて略鉛直下方に延びる柱部とを有し、こ
れら梁部および柱部は、板材が複数積層されてなる集成
木材から形成されている門型パネルを、地盤に構築した
基礎に建て込む基礎構造であって、 地盤に前記柱部に応じた独立基礎を、布基礎と一体に構
築し、独立基礎に埋設されて鉛直上方に突出するアンカ
ーボルトを、柱部の下端部に貫通させて結合し柱部を独
立基礎に建て込むことを特徴とする門型パネルの基礎構
造。
1. A beam extending in a substantially horizontal direction, and pillars connected to both ends of the beam and extending substantially vertically downward. The beam and the pillar are formed by stacking a plurality of plate members. This is a foundation structure in which a portal panel made of laminated wood is built on a foundation constructed on the ground, and an independent foundation corresponding to the pillar is integrally constructed on the ground with the cloth foundation, and buried in the independent foundation. A foundation structure of a portal panel, wherein an anchor bolt projecting vertically upward is penetrated to a lower end portion of a pillar portion and connected to the pillar portion to be built on an independent foundation.
JP6128992U 1992-08-31 1992-08-31 Basic structure of portal panel Expired - Fee Related JP2581604Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6128992U JP2581604Y2 (en) 1992-08-31 1992-08-31 Basic structure of portal panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6128992U JP2581604Y2 (en) 1992-08-31 1992-08-31 Basic structure of portal panel

Publications (2)

Publication Number Publication Date
JPH0624028U JPH0624028U (en) 1994-03-29
JP2581604Y2 true JP2581604Y2 (en) 1998-09-24

Family

ID=13166895

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6128992U Expired - Fee Related JP2581604Y2 (en) 1992-08-31 1992-08-31 Basic structure of portal panel

Country Status (1)

Country Link
JP (1) JP2581604Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106948485B (en) * 2017-05-15 2023-02-21 丰和营造集团股份有限公司 Self-heat-preservation house structure

Also Published As

Publication number Publication date
JPH0624028U (en) 1994-03-29

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