JPS6236905Y2 - - Google Patents

Info

Publication number
JPS6236905Y2
JPS6236905Y2 JP9630582U JP9630582U JPS6236905Y2 JP S6236905 Y2 JPS6236905 Y2 JP S6236905Y2 JP 9630582 U JP9630582 U JP 9630582U JP 9630582 U JP9630582 U JP 9630582U JP S6236905 Y2 JPS6236905 Y2 JP S6236905Y2
Authority
JP
Japan
Prior art keywords
foundation
lath
wall panel
load
bearing wall
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
JP9630582U
Other languages
Japanese (ja)
Other versions
JPS59847U (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 JP9630582U priority Critical patent/JPS59847U/en
Publication of JPS59847U publication Critical patent/JPS59847U/en
Application granted granted Critical
Publication of JPS6236905Y2 publication Critical patent/JPS6236905Y2/ja
Granted legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【考案の詳細な説明】 この考案は壁下部の構造に関するものである。[Detailed explanation of the idea] This idea concerns the structure of the lower part of the wall.

従来、住宅の外壁となる耐力壁には第1図のも
のが使用されている。すなわち、1は耐力壁パネ
ルであり、基礎2のアンカーボルト3に固定され
た土台4に、耐力壁パネル1の下端の接合片5を
ボルトナツト6で接合している。耐力壁パネル1
の上端は梁7に固定されている。8はモルタルで
あり、耐力壁パネル1の下端と基礎2の上面との
間にはラス(図示せず)が設けられる。しかし、
耐力壁パネル1に使用する荷重により、耐力壁パ
ネル1と土台2とを接合するボルトナツト6に剪
断力が作用し、ボルトナツト6が破断し易いとい
う問題がある。
Conventionally, the type shown in Fig. 1 has been used as the load-bearing wall that forms the exterior wall of a house. That is, reference numeral 1 designates a load-bearing wall panel, in which a joint piece 5 at the lower end of the load-bearing wall panel 1 is joined to a base 4 fixed to anchor bolts 3 of a foundation 2 with bolts and nuts 6. Load-bearing wall panel 1
The upper end of is fixed to the beam 7. 8 is mortar, and a lath (not shown) is provided between the lower end of the load-bearing wall panel 1 and the upper surface of the foundation 2. but,
There is a problem in that due to the load applied to the load-bearing wall panel 1, shearing force acts on the bolts and nuts 6 that connect the load-bearing wall panel 1 and the foundation 2, and the bolts and nuts 6 are likely to break.

そのため、新耐震設計により、第2図および第
3図に示す耐力壁構造が提案された。すなわち、
耐力壁パネル1′の下端に、底板9aと2枚の立
片9bとからなる脚部9を設け、脚部9の底板9
aを基礎2のアンカーボルト3にナツト固定した
ものである。この構成であると、引張接合となる
ため、優れた強度が得られる。しかし、土台を介
さずに直接に耐力壁パネル1′の脚部9を基礎2
のアンカーボルト3に固定するため、モルタル用
のラスを取付けることができないという問題があ
つた。ラスを耐力壁パネル1の脚部9にあらかじ
め取付けておくと、アンカーボルト3と脚部9と
の締付ができなくなり、また耐力壁パネル1′の
製造や運搬に邪魔になるという問題がある。
Therefore, the new seismic design proposed the load-bearing wall structure shown in Figures 2 and 3. That is,
A leg portion 9 consisting of a bottom plate 9a and two vertical pieces 9b is provided at the lower end of the load-bearing wall panel 1′, and the bottom plate 9 of the leg portion 9
A is fixed to the anchor bolt 3 of the foundation 2 with a nut. With this configuration, tensile bonding is achieved and excellent strength can be obtained. However, the legs 9 of the load-bearing wall panel 1' can be directly connected to the foundation 2 without using the foundation.
There was a problem in that it was not possible to attach a lath for mortar to fix it to the anchor bolt 3. If the lath is attached to the legs 9 of the load-bearing wall panel 1 in advance, there is a problem that it becomes impossible to tighten the anchor bolts 3 and the legs 9, and it also becomes a hindrance to manufacturing and transporting the load-bearing wall panel 1'. .

したがつて、この考案の目的は、壁パネルの脚
部を直接に基礎に固定する構造でありながら、ラ
スを容易に取付けることのできる壁下部の構造を
提供することである。
Therefore, the object of this invention is to provide a structure for the lower part of a wall that allows the legs of the wall panel to be directly fixed to the foundation, while also allowing for easy attachment of laths.

この考案の一実施例を第4図に示す。図におい
て、10は耐力壁パネルであり、下枠10aの下
面に脚部9が突設されている。脚部9は第2図お
よび第3図の例と同様であり、底板9aと2枚の
立板9bとからなる。脚部9は耐力壁パネル10
の幅方向に複数個設けられている。また、下枠1
0aの下面には外側縁の近傍に沿つてラス取付溝
11が設けられている。脚部9の底板9aは、基
礎2の上面に板状のスペーサ12を介して載せら
れ、基礎2に植設されたアンカーボルト3にナツ
ト13およびワツシヤ14によつて締付固定され
る。スペーサ12は脚部9の底板9aの外側縁よ
りも引込んでおり、底板9aと基礎2とスペーサ
12との間で隙間15が形成されている。16は
鉄板をL字形に折曲してなるラスであり、底片部
分の先端および立片部分の先端に折返し部16
a,16bが設けられている。ラス16の両先端
はそれぞれ耐力壁パネル10の脚部9の下面の隙
間15と、取付溝11とに嵌入されている。ラス
16の折返し部16a,16bは、取付前におい
ては第4図に鎖線で示すように開いており、隙間
15および取付溝11に圧入することにより狭め
られる。17は基礎2の外側面に塗られた仕上用
のモルタルであり、その上部17aはラス16の
外側面を覆うように盛り上げられている。なお、
ラス16にはモルタル17との付着性を良くする
ため、多数の打抜孔または切起片等が設けられて
いる。また、ラス16はワイヤラスであつてもよ
い。
An embodiment of this invention is shown in FIG. In the figure, 10 is a load-bearing wall panel, and leg portions 9 are provided protruding from the lower surface of a lower frame 10a. The leg portion 9 is similar to the example shown in FIGS. 2 and 3, and consists of a bottom plate 9a and two upright plates 9b. The legs 9 are load-bearing wall panels 10
A plurality of them are provided in the width direction. Also, lower frame 1
A lath attachment groove 11 is provided on the lower surface of Oa along the vicinity of the outer edge. The bottom plate 9a of the leg portion 9 is placed on the upper surface of the foundation 2 via a plate-shaped spacer 12, and is fastened and fixed to the anchor bolt 3 planted in the foundation 2 with a nut 13 and a washer 14. The spacer 12 is retracted from the outer edge of the bottom plate 9a of the leg portion 9, and a gap 15 is formed between the bottom plate 9a, the foundation 2, and the spacer 12. 16 is a lath made by bending an iron plate into an L shape, and there are folded parts 16 at the tip of the bottom piece part and the tip of the vertical piece part.
a, 16b are provided. Both ends of the lath 16 are fitted into the gap 15 on the lower surface of the leg portion 9 of the load-bearing wall panel 10 and the mounting groove 11, respectively. The folded portions 16a and 16b of the lath 16 are open as shown by chain lines in FIG. 4 before installation, and are narrowed by being press-fitted into the gap 15 and the installation groove 11. Reference numeral 17 denotes finishing mortar applied to the outer surface of the foundation 2, and its upper part 17a is raised so as to cover the outer surface of the lath 16. In addition,
The lath 16 is provided with a large number of punched holes or raised pieces in order to improve adhesion to the mortar 17. Further, the lath 16 may be a wire lath.

このように、耐力壁パネル10の下端面にラス
取付溝11を設けるとともに、脚部9と基礎2と
の間にスペーサ12によつて隙間15を設け、L
形のラス16の両端を、これらラス取付溝11お
よび隙間15に嵌着するようにしたから、耐力壁
パネル10の基礎2への固定の後に、差込み作業
を行なうだけで、ビス締めや釘打ちを行うことな
く、容易にラス16を取付けることができる。し
かも確実に固定することができる。そのため、予
じめ耐力壁パネルにラスを取付けておく場合と異
なり耐力壁パネル10の基礎2への固定が困難に
なることがなく、また運搬等の邪魔になるという
ことがない。また、スペーサ12により、基礎2
の上面レベルの誤差を吸収することができる。
In this way, the lath attachment groove 11 is provided on the lower end surface of the load-bearing wall panel 10, and a gap 15 is provided between the leg portion 9 and the foundation 2 by the spacer 12, and the L
Both ends of the shaped laths 16 are fitted into these lath mounting grooves 11 and gaps 15, so after fixing the load-bearing wall panel 10 to the foundation 2, all you have to do is insert it and tighten screws or nail it. The lath 16 can be easily attached without having to perform Moreover, it can be fixed securely. Therefore, unlike the case where a lath is attached to a load-bearing wall panel in advance, it does not become difficult to fix the load-bearing wall panel 10 to the foundation 2, and it does not become a hindrance to transportation or the like. In addition, the spacer 12 allows the foundation 2
Errors at the top surface level can be absorbed.

以上のように、この考案の壁下部の構造は、耐
力壁パネルの下端面にラス取付溝を設けるととも
に、脚部と基礎との間にスペーサによつて隙間を
設け、L形のラスの両端を前記ラス取付溝および
隙間に挿入するようにしたものであるから、耐力
壁パネルの脚部を基礎に直接に固定する構造であ
りながら、ラスの取付けを容易に行なうことがで
きるという効果がある。
As described above, the structure of the lower part of the wall of this invention includes a lath mounting groove provided on the lower end surface of the load-bearing wall panel, a gap provided by spacers between the legs and the foundation, and both ends of the L-shaped lath. is inserted into the lath mounting groove and gap, so the lath can be easily installed even though the legs of the load-bearing wall panel are directly fixed to the foundation. .

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

第1図は外壁の従来例の断面図、第2図は外壁
壁の提案例の断面図、第3図はその斜視図、第4
図はこの考案の一実施例の断面図である。 2……基礎、3……アンカーボルト、9……脚
部、10……耐力壁パネル、11……ラス取付
溝、12……スペーサ、15……隙間、16……
ラス、17……モルタル。
Fig. 1 is a sectional view of a conventional example of an external wall, Fig. 2 is a sectional view of a proposed example of an external wall, Fig. 3 is a perspective view thereof, and Fig. 4 is a sectional view of a proposed example of an external wall.
The figure is a sectional view of one embodiment of this invention. 2... Foundation, 3... Anchor bolt, 9... Leg, 10... Load-bearing wall panel, 11... Lath mounting groove, 12... Spacer, 15... Gap, 16...
Russ, 17...mortar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 基礎の上面に植設されたアンカーボルトと、下
端面の外側縁近傍に沿つてラス取付溝を有しかつ
下端面に脚部を有しこの脚部が前記基礎の上面に
載せられて前記アンカーボルトに固定された壁パ
ネルと、前記基礎の上面と前記壁パネルの前記脚
部の下面との間に介装されて外側縁が前記脚部の
外側縁よりも引込んだスペーサと、L形に折曲げ
られて底片部分の先端が前記基礎の上面と前記脚
部の下面と前記スペーサの外側縁との間に形成さ
れた隙間に挿入されかつ立片部分の上端が前記壁
パネルの前記ラス取付溝に挿入されたラスとを備
えた壁下部の構造。
An anchor bolt installed on the upper surface of the foundation, a lath mounting groove along the outer edge of the lower end surface, and a leg section on the lower end surface, and the leg section is placed on the upper surface of the foundation to attach the anchor. a wall panel fixed to a bolt; a spacer interposed between the upper surface of the foundation and the lower surface of the leg of the wall panel, the outer edge of which is recessed further than the outer edge of the leg; The tip of the bottom piece is inserted into the gap formed between the upper surface of the foundation, the lower surface of the leg, and the outer edge of the spacer, and the upper end of the vertical piece is inserted into the lath of the wall panel. Structure of the lower part of the wall with a lath inserted into the mounting groove.
JP9630582U 1982-06-25 1982-06-25 Structure of the lower part of the wall Granted JPS59847U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9630582U JPS59847U (en) 1982-06-25 1982-06-25 Structure of the lower part of the wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9630582U JPS59847U (en) 1982-06-25 1982-06-25 Structure of the lower part of the wall

Publications (2)

Publication Number Publication Date
JPS59847U JPS59847U (en) 1984-01-06
JPS6236905Y2 true JPS6236905Y2 (en) 1987-09-19

Family

ID=30229571

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9630582U Granted JPS59847U (en) 1982-06-25 1982-06-25 Structure of the lower part of the wall

Country Status (1)

Country Link
JP (1) JPS59847U (en)

Also Published As

Publication number Publication date
JPS59847U (en) 1984-01-06

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