JP2001055793A - Fixing structure for foundation, sill, floor and wall in building, and sill reinforcing fitting - Google Patents

Fixing structure for foundation, sill, floor and wall in building, and sill reinforcing fitting

Info

Publication number
JP2001055793A
JP2001055793A JP23101199A JP23101199A JP2001055793A JP 2001055793 A JP2001055793 A JP 2001055793A JP 23101199 A JP23101199 A JP 23101199A JP 23101199 A JP23101199 A JP 23101199A JP 2001055793 A JP2001055793 A JP 2001055793A
Authority
JP
Japan
Prior art keywords
shaped fixing
foundation
anchor bolt
fixing portion
base
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.)
Pending
Application number
JP23101199A
Other languages
Japanese (ja)
Inventor
Masatoshi Kudo
政利 工藤
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.)
TSUCHIYA TWO BY HOME CO Ltd
Original Assignee
TSUCHIYA TWO BY HOME 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 TSUCHIYA TWO BY HOME CO Ltd filed Critical TSUCHIYA TWO BY HOME CO Ltd
Priority to JP23101199A priority Critical patent/JP2001055793A/en
Publication of JP2001055793A publication Critical patent/JP2001055793A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve working efficiency by separately providing a bolt projecting only height enough to fix an anchor bolt buried in a sill on a sill reinforcing fitting and fixed on a floor and a wall. SOLUTION: The base part 21 of an anchor bolt 2 is buried in the concrete foundation 1 of a building, and the other part is projected on the foundation 1 in the form of an erection part 22. In addition, a sill reinforcing fitting 5 is previously fitted to a channel-like steel-made sill 3. The anchor bolt 2 is inserted in the bolt hole of the lower plate-like part of the sill 3, and the sill 3 and the fitting 5 are lowered to be mounted on the foundation 1. The erection part 22 of the anchor bolt 2 is inserted in the bolt holes of the sill 3 and the fitting to be tightened by nuts 54, 55. A bolt 56 attached to the upper plate-like part of the sill 3 is inserted in a structural plywood 6 and the lower frame 7 of a wall. Furthermore, a stud 8 is arranged on the lower frame 7, and a hole-down fitting 9 is inserted in the bolt 56 to be arranged and fixed on the lower frame 7. Thereby working efficiency can be improved.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建造物における基
礎、土台、床、壁の固定構造に関するものであり、さら
に詳しくは、建造物の基礎に埋設されたアンカーボルト
の起立部を最小限にして建造物の基礎、土台、床、壁等
の固定作業を能率良く行うことの可能な固定構造に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for fixing a foundation, a foundation, a floor, and a wall in a building, and more particularly, to minimizing an upright portion of an anchor bolt embedded in a foundation of a building. The present invention relates to a fixing structure capable of efficiently fixing a foundation, a foundation, a floor, a wall, and the like of a building.

【0002】[0002]

【従来の技術】従来、住宅を代表とする建造物において
基礎、土台、床、壁等の固定をする場合に、図14に示
すように前記基礎1にアンカーボルト2を下部を埋設し
上部を基礎の上に起立させ、それぞれ挿通穴を有する土
台補強金物5、構造用合板6、ホールドダウン金物7を
順次その挿通穴を介して挿通させて適宜緊結していた。
2. Description of the Related Art Conventionally, in the case of fixing a foundation, a base, a floor, a wall, etc. in a building typified by a house, as shown in FIG. It was erected on the foundation, and the base reinforcing metal member 5, the structural plywood 6, and the hold-down metal member 7, each having an insertion hole, were sequentially inserted through the insertion hole, and were properly tightened.

【0003】この方法で、建造物の基礎、土台、床、壁
等の固定する作業において、下部を土台に埋設されたア
ンカーボルト2の上部は、基礎1の上に高く立設される
ことになり、床や壁の挿通穴に挿通させるのに手間がか
かり作業能率を低下させるだけでなく場合によっては危
険が伴うという問題があった。
[0003] In this method, in the work of fixing the foundation, base, floor, wall, etc. of a building, the upper part of the anchor bolt 2 whose lower part is buried in the base is erected higher on the base 1. In other words, there is a problem that it takes time and effort to insert through the insertion holes in the floor or the wall and not only lowers the work efficiency but also involves a danger in some cases.

【0004】[0004]

【発明が解決しようとしている課題】そこで、基礎、土
台、床、壁等の固定を能率よく行うことができるだけで
なく作業者にとって安全である固定方法が模索されてい
た。
Therefore, there has been sought a fixing method which can not only efficiently fix a foundation, a base, a floor, a wall and the like but also is safe for an operator.

【0005】[0005]

【課題を解決するための手段】以上の課題を実現するた
めに、本発明における基礎、土台、床、壁の固定方法の
手段は、建造物の基礎と、該基礎に基部が埋設され起立
部が露出されたアンカーボルトと、下部板状固定部及び
上部板状固定部を有し該下部板状固定部と該上部板状固
定部の間を上下方向に延長して連結する連結壁を有し前
記下部板状固定部と前記上部板状固定部の略中央部には
アンカーボルト穴が穿設されており前記下部板状固定部
のアンカーボルト穴に前記アンカーボルトの起立部が挿
通されてナットで緊結して前記基礎の上に固定される土
台補強金物と、所定位置にアンカーボルト穴を有し前記
土台補強金物の上部固定板の上にアンカーボルト穴同士
を互いに位置合わせし前記アンカーボルトの起立部を挿
通して載置される構造用合板と、前記構造用合板の上に
立設したスタッドと、水平板状固定部と該水平板状固定
部に垂直に立設された起立壁を有し前記水平板状固定部
の略中央部にアンカーボルト穴を有し該アンカーボルト
穴を前記土台補強金物の上部板状固定部及び前記構造用
合板のアンカーボルト穴と位置合わせして前記アンカー
ボルトの起立部に挿通した状態で前記スタッドに固定さ
れるホールダウン金物と、前記土台補強金物の上部板状
固定部及び前記構造用合板並びに前記ホールダウン金物
の各アンカーボルト穴に挿通する緊結手段を含むことを
要旨とする。
In order to achieve the above object, a method of fixing a foundation, a base, a floor, and a wall according to the present invention includes a foundation for a building and a standing part with a base buried in the foundation. A connecting wall having an exposed anchor bolt, a lower plate-shaped fixing portion and an upper plate-shaped fixing portion, and extending and connecting vertically between the lower plate-shaped fixing portion and the upper plate-shaped fixing portion. An anchor bolt hole is formed in a substantially central portion between the lower plate-shaped fixing portion and the upper plate-shaped fixing portion, and an upright portion of the anchor bolt is inserted into the anchor bolt hole of the lower plate-shaped fixing portion. A base reinforcing member which is fixed on the foundation by being tightened with a nut, and an anchor bolt hole is provided at a predetermined position, and the anchor bolt holes are aligned with each other on an upper fixing plate of the base reinforcing member to thereby fix the anchor bolt. Is inserted through the standing part of A plywood for manufacturing, a stud erected on the structural plywood, a horizontal plate-shaped fixing part, and an upright wall erected perpendicularly to the horizontal plate-shaped fixing part. An anchor bolt hole is provided at a central portion, and the anchor bolt hole is aligned with an upper plate-shaped fixing portion of the base reinforcing metal and an anchor bolt hole of the structural plywood, and inserted into the upright portion of the anchor bolt. The gist includes a hole-down hardware fixed to the stud, and an upper plate-shaped fixing portion of the base reinforcing metal, the structural plywood, and a fastening means inserted into each anchor bolt hole of the hole-down hardware.

【0006】また、前記緊結手段は六角ボルトと、一対
の座金と、ダブルナットを含むことを設けることが望ま
しい。また、前記ホールドダウン金物は前記水平状固定
部が前記下枠から隔離した水準でスタッドに固定されて
いることが望ましい。前記基礎と前記構造用合板の間に
設けられそれぞれアンカーボルト穴を穿設された上部板
状部と下部板状部を有するチャンネル鋼製土台で前記土
台補強金物を囲繞したことが望ましい。前記基礎と前記
チャンネル鋼製土台の間にスペーサを設けたことが望ま
しい。前記チャンネル状鋼製土台の上部板状部の上に予
め接着剤を適宜塗布しておくことが望ましい。
Preferably, the fastening means includes a hexagon bolt, a pair of washers, and a double nut. It is preferable that the hold-down metal is fixed to the stud at a level where the horizontal fixing portion is separated from the lower frame. It is preferable that the base reinforcing metal is surrounded by a channel steel base provided between the foundation and the structural plywood and having an upper plate-shaped portion and a lower plate-shaped portion each having an anchor bolt hole. Preferably, a spacer is provided between the foundation and the channel steel base. It is desirable that an adhesive is appropriately applied in advance on the upper plate-shaped portion of the channel-shaped steel base.

【0007】また、本発明による建造物の固定に使用す
る土台補強金物は、その手段として、下部板状固定部及
び上部板状固定部を有し該下部板状固定部と該上部板状
固定部の間を上下方向に延長して連結する連結壁を有し
前記下部板状固定部と前記上部板状固定部の略中央部に
はアンカーボルト穴が穿設されており前記下部板状固定
部のアンカーボルト穴に建造物の基礎の埋設された前記
アンカーボルトの起立部が挿通されてナットで緊結され
て前記建造物の基礎の上に固定されることを要旨とす
る。
Further, the base reinforcing metal used for fixing a building according to the present invention has a lower plate-shaped fixing part and an upper plate-shaped fixing part as means thereof, the lower plate-shaped fixing part and the upper plate-shaped fixing. An anchor bolt hole is formed at a substantially central portion between the lower plate-shaped fixing portion and the upper plate-shaped fixing portion, and has a connecting wall extending vertically to connect the portions. The upright part of the anchor bolt embedded with the foundation of the building is inserted into the anchor bolt hole of the part, and is tied with a nut and fixed on the foundation of the building.

【0008】また、本発明による建造物の固定に使用す
る土台補強金物は、その手段として、下部板状固定部及
び上部板状固定部を有し該下部板状固定部と該上部板状
固定部の間を上下方向に延長して連結する連結壁を有し
前記下部板状固定部と前記上部板状固定部の略中央部に
はアンカーボルト穴が穿設されており前記下部板状固定
部のアンカーボルト穴に建造物の基礎の埋設された前記
アンカーボルトの起立部が挿通されてナットで緊結さ
れ、さらに前記上部板状固定部のアンカーボルト穴に挿
通されたボルトを含み、該ボルトは下端にボルト・ヘッ
ドを有し前記上部板状固定部の上側には複数のナットを
螺合してあることをを要旨とする。
Further, the base reinforcing metal used for fixing the building according to the present invention has a lower plate-shaped fixing part and an upper plate-shaped fixing part as a means thereof, the lower plate-shaped fixing part and the upper plate-shaped fixing part. An anchor bolt hole is formed at a substantially central portion between the lower plate-shaped fixing portion and the upper plate-shaped fixing portion, and has a connecting wall extending vertically to connect the portions. The anchor portion of the anchor buried in the foundation of the building is inserted into the anchor bolt hole of the portion, the bolt is inserted into the anchor bolt hole of the upper plate-shaped fixing portion, and the bolt is tightened by a nut. Has a bolt head at the lower end and a plurality of nuts screwed on the upper side of the upper plate-shaped fixing portion.

【0009】[0009]

【発明の実施の形態】図1において、1は建造物のコン
クリート基礎であり、直径16mmのアンカーボルト2
の一基部21が埋設されておりその他の部分はコンクリ
ート基礎1の上に起立部22の形で突き出すように立設
されている。該起立部22に対してチャンネル状鋼製土
台(側根太)3がスペーサー4を介して挿通されてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, reference numeral 1 denotes a concrete foundation of a building, and an anchor bolt 2 having a diameter of 16 mm.
Is buried, and the other part is erected on the concrete foundation 1 in the form of a standing part 22. A channel-like steel base (side joist) 3 is inserted through the upright portion 22 via a spacer 4.

【0010】すなわち、図2に示されるように、上部板
状部31と下部板状部32及び該上部板状部31と下部
板状部32を連結する連結壁33を有するチャンネル状
鋼製土台3を臨ませる。前記上部板状部31と下部板状
部33には予めボルト穴31′とボルト穴32′が互い
に位置決めて形成されており、前記下部板状部32のボ
ルト穴32′にアンカーボルト2を挿通させることによ
りチャンネル状鋼製土台3を降下させて前記スペーサー
4を介して基礎1の上に載置させる。
That is, as shown in FIG. 2, a channel-shaped steel base having an upper plate-shaped portion 31 and a lower plate-shaped portion 32 and a connecting wall 33 connecting the upper plate-shaped portion 31 and the lower plate-shaped portion 32. Invite 3 A bolt hole 31 ′ and a bolt hole 32 ′ are formed in the upper plate-shaped portion 31 and the lower plate-shaped portion 33 so as to be positioned in advance, and the anchor bolt 2 is inserted into the bolt hole 32 ′ of the lower plate-shaped portion 32. Then, the channel-shaped steel base 3 is lowered and placed on the foundation 1 via the spacer 4.

【0011】実際には、図3と図4に示すように予め土
台補強金物5を前記チャンネル状鋼製土台3のなかに嵌
合させておく。該土台補強金物5は天井部51と床部5
2を有しており該天井部51と該床部52にはボルト穴
52′が互いに位置決めして形成されている。そして土
台補強金物5のボルト穴52′と前記チャンネル状鋼製
土台のボルト穴′32′を上下に位置決めしながらチャ
ンネル状鋼製土台3のなかに前記補強金物5を前者が後
者を囲繞するように嵌合させる。
Actually, as shown in FIGS. 3 and 4, a base reinforcing metal 5 is previously fitted into the channel-shaped steel base 3. The base reinforcing hardware 5 includes a ceiling part 51 and a floor part 5.
The ceiling 51 and the floor 52 are formed with bolt holes 52 'positioned with respect to each other. Then, while positioning the bolt holes 52 'of the base reinforcing metal 5 and the bolt holes'32' of the channel-like steel base up and down, the former surrounds the latter in the channel-like steel base 3 so that the latter surrounds the latter. To fit.

【0012】この状態でチャンネル状鋼製土台3と土台
補強金物5の降下させ、アンカーボルト1の起立部22
を前記ボルト穴32′と52′に挿通させて座金53と
ナット54、55で緊結する。一方、前記土台補強金物
5の天井部51のボルト穴51′と前記チャンネル状鋼
製土台3の上部板状部31のボルト穴31′を位置決め
させて補強金具5の天井部51とチャンネル状鋼製土台
3の上部板状部31からボルト56を座金57を介して
挿通させナット58で緊結する。
In this state, the channel-shaped steel base 3 and the base reinforcing hardware 5 are lowered, and the upright portions 22 of the anchor bolts 1 are raised.
Are inserted through the bolt holes 32 ′ and 52 ′ and tightened by the washers 53 and the nuts 54 and 55. On the other hand, the bolt hole 51 'of the ceiling part 51 of the base reinforcing metal 5 and the bolt hole 31' of the upper plate-shaped part 31 of the channel-shaped steel base 3 are positioned so that the ceiling part 51 of the reinforcing metal fitting 5 and the channel-shaped steel A bolt 56 is inserted from the upper plate-shaped portion 31 of the base 3 through a washer 57 and tightened with a nut 58.

【0013】そして、図6に示すようにその上にボルト
穴6′を有する構造用合板6を前記チャンネル状鋼製土
台3と土台補強金物5の上に臨ませてからボルト56を
前記ボルト穴6′に挿通させて載置する。この場合、前
記チャンネル状鋼製土台3の上部板状部31の上には図
示したように接着剤Bを適宜塗布しておくと防振効果が
期待できる。
Then, as shown in FIG. 6, a structural plywood 6 having a bolt hole 6 'thereon is made to face the channel-like steel base 3 and the base reinforcing hardware 5, and then a bolt 56 is inserted into the bolt hole 6'. 6 'and inserted. In this case, an anti-vibration effect can be expected by appropriately applying the adhesive B on the upper plate-like portion 31 of the channel-like steel base 3 as shown in the figure.

【0014】さらに、図示したように前記構造用合板6
の上方に壁の下枠7と該下枠7上に背中合わせに立設固
定2枚のスタッド8を臨ませる。前記壁下枠7には前記
ボルトを挿通させるボルト穴7′が形成されていること
は言うまでもない。そして図8に示すようにボルト56
を前記ボルト穴′に挿通させて下枠7とスタッド8を一
体に合板6の上に降下させて載置する。
Further, as shown in FIG.
The lower frame 7 of the wall and the two studs 8 standing upright facing the lower frame 7 from the back. It goes without saying that a bolt hole 7 ′ through which the bolt is inserted is formed in the lower wall frame 7. Then, as shown in FIG.
Are inserted through the bolt holes ′, and the lower frame 7 and the studs 8 are integrally dropped on the plywood 6 and placed.

【0015】さらに、水平状固定部91と該水平状固定
部91に垂直に立設された起立壁92と前記水平状固定
部91と起立壁92の間に補強材93を一対を有してい
るホールダウン金物を前記下枠上に臨ませる。前記水平
固定部91にはボルト穴91′が形成されている。そし
て該ホールダウン金物を降下させて前記ボルト穴91′
にボルト56を挿通させて前記水平状固定部91が前記
下枠から隔離した水準でスタッド8に金物取付ビス等の
公知の方法で固定する。その上で、前記ボルト56に対
して前記水平状固定部91の上からダブル・ナット57
を螺着して固定する。
Further, a horizontal fixing portion 91, an upright wall 92 vertically erected on the horizontal fixing portion 91, and a pair of reinforcing members 93 between the horizontal fixing portion 91 and the upright wall 92 are provided. The hole-down metal fittings facing the lower frame. The horizontal fixing portion 91 has a bolt hole 91 ′. Then, the hole down metal is lowered and the bolt hole 91 ′ is formed.
Then, the horizontal fixing portion 91 is fixed to the stud 8 at a level separated from the lower frame by a known method such as a metal fitting screw. Then, a double nut 57 is attached to the bolt 56 from above the horizontal fixing portion 91.
And fix it.

【0016】このようにして固定された基礎、土台、
床、壁の構造を図10で示す。図から明らかなように、
コンクリート基礎1に埋設されたアンカーボルト2はそ
の上部がコンクリート基礎1から立設されているが、補
強金具5により固定されるために必要な高さのみ突出し
ている。
The foundation, base,
The floor and wall structures are shown in FIG. As is clear from the figure,
The anchor bolt 2 buried in the concrete foundation 1 has its upper part erected from the concrete foundation 1, but protrudes only at a height necessary for being fixed by the reinforcing metal 5.

【0017】図11は、以上述べたものと異なる実施の
態様を示すもので基礎1に埋設されたアンカーボルト2
は木製土台Wを介して上方に立設されている。また、図
12及び図13は木製土台の代わりに適宜組み合せたカ
ラー鋼板32を介して上方にアンカーボルトを立設させ
ている点は最初の実施の態様と同様である。
FIG. 11 shows an embodiment different from that described above, in which anchor bolts 2 embedded in a foundation 1 are shown.
Is erected upward via a wooden base W. FIGS. 12 and 13 are the same as the first embodiment in that anchor bolts are erected upwards via appropriately assembled color steel plates 32 instead of wooden bases.

【0018】[0018]

【発明の効果】以上、詳細に説明したように建造物の基
礎、土台、床、壁等の固定する作業において、下部を土
台に埋設されたアンカーボルトの上部は、土台の上に高
く立設されることないので基礎、土台、床、壁等の固定
を能率よく行うことができるだけでなく作業者にとって
安全である。
As described in detail above, in the work of fixing the foundation, foundation, floor, wall, etc. of a building, the upper part of the anchor bolts with the lower part buried in the base is erected high on the base. Since it is not performed, the foundation, the base, the floor, the wall, etc. can be fixed efficiently, and it is safe for the operator.

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

【図1】は、本発明による建造物における基礎、土台、
床、壁の固定構造の側断面図である。
FIG. 1 shows the foundation, foundation, and building in a building according to the invention.
It is a sectional side view of a fixed structure of a floor and a wall.

【図2】は、図1の基礎と土台部分の分解斜視図であ
る。
FIG. 2 is an exploded perspective view of a base and a base part of FIG. 1;

【図3】は、図2に土台補強金具を加えた分解斜視図で
ある。
FIG. 3 is an exploded perspective view in which a base reinforcement is added to FIG. 2;

【図4】は、図3の土台補強金具と鋼製土台の分解斜視
図である。
FIG. 4 is an exploded perspective view of the base reinforcing bracket and the steel base of FIG. 3;

【図5】は、図4の土台補強金具と鋼製土台の組み立て
状態の斜視図である。
FIG. 5 is a perspective view of an assembled state of the base reinforcing metal and the steel base of FIG. 4;

【図6】は、図5の上に鋼製土台の上に構造用合板を臨
ませた斜視図である。
FIG. 6 is a perspective view of FIG. 5 with a structural plywood facing a steel base.

【図7】は、鋼製土台の上に構造用合板を載置させ、さ
らにその上に壁の下枠、スタッド等を組み合せて臨ませ
た斜視図である。
FIG. 7 is a perspective view in which a structural plywood is placed on a steel base, and a lower frame, a stud, and the like of a wall are further combined and faced thereon.

【図8】は、スタッドに対向させてホールダウン金物を
臨ませた斜視図である。
FIG. 8 is a perspective view showing a hole-down metal member facing a stud.

【図9】は、スタッドにホールドダウン金物を固定した
斜視図である。
FIG. 9 is a perspective view in which a hold-down hardware is fixed to a stud.

【図10】は、固定された基礎、土台、床、壁の構造の
側断面図である。
FIG. 10 is a side sectional view of a fixed foundation, base, floor, and wall structure.

【図11】は、アンカーボルトを木製土台を介して基礎
から突出させた場合の固定構造の斜視図である。
FIG. 11 is a perspective view of a fixing structure when an anchor bolt is projected from a foundation via a wooden base.

【図12】及びFIG. 12 and

【図13】は、木製土台の代わりに適宜組み合せたカラ
ー鋼板を介して上方にアンカーボルトを立設させた固定
構造の斜視図である。
FIG. 13 is a perspective view of a fixing structure in which anchor bolts are erected upward through appropriately assembled color steel plates instead of a wooden base.

【図14】は、従来の方式による建造物の基礎、土台、
床、壁の固定構造の側断面図である。
FIG. 14 shows the foundation, foundation,
It is a sectional side view of a fixed structure of a floor and a wall.

【符号の説明】[Explanation of symbols]

1 基礎 2 アンカーボルト 3 チャンネル状鋼製土台 4 スペーサ 5 土台補強金具 6 構造用合板 7 壁下枠 8 スタッド 9 ホールダウン金物 DESCRIPTION OF SYMBOLS 1 Foundation 2 Anchor bolt 3 Channel-shaped steel base 4 Spacer 5 Base reinforcement 6 Structural plywood 7 Wall lower frame 8 Stud 9 Hole down hardware

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04B 1/58 510 E04B 1/58 510C 2/56 631 2/56 631J Fターム(参考) 2D046 AA12 AA13 AA19 DA61 2E002 FA02 FB02 HA02 HB01 JA03 JB01 LB03 LB13 LC01 2E125 AA03 AA18 AA45 AA57 AB01 AB04 AB05 AB10 AC07 AC15 AC17 AG04 AG08 AG12 AG31 AG32 AG45 AG56 AG57 BA22 BA55 BB05 BB09 BB11 BB22 BB35 BC09 BD01 BE05 BF01 CA04 CA05 CA09 CA13 CA14 CA81 EA17 Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat II (Reference) E04B 1/58 510 E04B 1/58 510C 2/56 631 2/56 631J F-term (Reference) 2D046 AA12 AA13 AA19 DA61 2E002 FA02 FB02 HA02 HB01 JA03 JB01 LB03 LB13 LC01 2E125 AA03 AA18 AA45 AA57 AB01 AB04 AB05 AB10 AC07 AC15 AC17 AG04 AG08 AG12 AG31 AG32 AG45 AG56 AG57 BA22 BA55 BB05 BB09 BB11 BB22 BB35 BC09 CA01 CA05 CA05 CA14 CA05

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 建造物の基礎と、該基礎に基部が
埋設され起立部が露出されたアンカーボルトと、下部板
状固定部及び上部板状固定部を有し該下部板状固定部と
該上部板状固定部の間を上下方向に延長して連結する連
結壁を有し前記下部板状固定部と前記上部板状固定部の
略中央部にはアンカーボルト穴が穿設されており前記下
部板状固定部のアンカーボルト穴に前記アンカーボルト
の起立部が挿通されてナットで緊結して前記基礎の上に
固定される土台補強金物と、所定位置にアンカーボルト
穴を有し前記土台補強金物の上部固定板の上にアンカー
ボルト穴同士を互いに位置合わせし前記アンカーボルト
の起立部を挿通して載置される構造用合板と、前記構造
用合板の上に立設したスタッドと、水平板状固定部と該
水平板状固定部に垂直に立設された起立壁を有し前記水
平板状固定部の略中央部にアンカーボルト穴を有し該ア
ンカーボルト穴を前記土台補強金物の上部板状固定部及
び前記構造用合板のアンカーボルト穴と位置合わせして
前記アンカーボルトの起立部に挿通した状態で前記スタ
ッドに固定されるホールダウン金物と、前記土台補強金
物の上部板状固定部及び前記構造用合板並びに前記ホー
ルダウン金物の各アンカーボルト穴に挿通する緊結手段
を含むことを特徴とする建造物における基礎、土台、
床、壁の固定構造。
1. A foundation for a building, an anchor bolt having a base embedded in the foundation and an upright portion exposed, a lower plate-shaped fixing portion and an upper plate-shaped fixing portion, wherein the lower plate-shaped fixing portion and An anchor bolt hole is formed in a substantially central portion between the lower plate-shaped fixing portion and the upper plate-shaped fixing portion, the connecting wall having a connecting wall extending vertically to connect between the upper plate-shaped fixing portions. An upright portion of the anchor bolt is inserted into an anchor bolt hole of the lower plate-shaped fixing portion, and is tied with a nut to be fixed on the foundation, and a base reinforcing metal having an anchor bolt hole at a predetermined position is provided. A structural plywood that is placed on the upper fixing plate of the metal with the anchor bolt holes aligned with each other and inserted through the upright portion of the anchor bolt; a stud erected on the structural plywood; Standing vertically on the plate-shaped fixing part and the horizontal plate-shaped fixing part An anchor bolt hole is provided at a substantially central portion of the horizontal plate-shaped fixing portion, and the anchor bolt hole is connected to an upper plate-shaped fixing portion of the base reinforcing metal and an anchor bolt hole of the structural plywood. Hole-down hardware fixed to the stud in a state where it is positioned and inserted into the upright portion of the anchor bolt, and each anchor bolt of the upper plate-shaped fixing portion of the base reinforcing hardware, the structural plywood, and the hole-down hardware Foundation, foundation, in a building, characterized by including a fastening means inserted through the hole;
Fixed structure of floor and wall.
【請求項2】 前記緊結手段は六角ボルトと、一対の
座金と、ダブルナットを含むことを特徴とする請求項1
に記載の建造物における基礎、土台、床、壁の固定構
造。
2. The fastening means according to claim 1, wherein said fastening means includes a hexagon bolt, a pair of washers, and a double nut.
The fixed structure of the foundation, base, floor, and wall in the building described in (1).
【請求項3】 前記ホールダウン金物は前記水平状固
定部が前記下枠から隔離した水準でスタッドに固定され
ていることを特徴とする請求項1に記載の建造物におけ
る基礎、土台、床、壁の固定構造。
3. The foundation, base, floor, and floor of a building according to claim 1, wherein the hole-down hardware is fixed to a stud at a level where the horizontal fixing portion is separated from the lower frame. Wall fixing structure.
【請求項4】 前記基礎と前記構造用合板の間に設け
られそれぞれアンカーボルト穴を穿設された上部板状部
と下部板状部を有するチャンネル鋼製土台で前記土台補
強金物を囲繞したことを特徴とする請求項1に記載の建
造物における基礎、土台、床、壁の固定構造。
4. A channel steel base provided between the foundation and the structural plywood and having an upper plate-shaped portion and a lower plate-shaped portion each having an anchor bolt hole, wherein the base reinforcing metal is surrounded. The fixed structure of a foundation, a foundation, a floor, and a wall in the building according to claim 1, characterized in that:
【請求項5】 前記基礎と前記チャンネル鋼製土台の
間にスペーサを設けたことを特徴とする請求項2に記載
の建造物における基礎、土台、床、壁の固定構造。
5. The structure for fixing a foundation, a base, a floor, and a wall in a building according to claim 2, wherein a spacer is provided between the base and the channel steel base.
【請求項6】 前記チャンネル状鋼製土台の上部板状
部の上に予め接着剤を適宜塗布しておくことを特徴とす
る請求項1に記載の建造物における基礎、土台、床、壁
の固定構造。
6. The foundation, base, floor and wall of a building according to claim 1, wherein an adhesive is appropriately applied in advance on an upper plate-like portion of the channel-like steel base. Fixed structure.
【請求項7】 下部板状固定部及び上部板状固定部を
有し該下部板状固定部と該上部板状固定部の間を上下方
向に延長して連結する連結壁を有し前記下部板状固定部
と前記上部板状固定部の略中央部にはアンカーボルト穴
が穿設されており前記下部板状固定部のアンカーボルト
穴に建造物の基礎の埋設された前記アンカーボルトの起
立部が挿通されてナットで緊結されて前記建造物の基礎
の上に固定される土台補強金物。
7. The lower portion having a lower plate-shaped fixing portion and an upper plate-shaped fixing portion, and having a connecting wall extending vertically to connect between the lower plate-shaped fixing portion and the upper plate-shaped fixing portion. An anchor bolt hole is formed in a substantially central portion between the plate-shaped fixing portion and the upper plate-shaped fixing portion, and the anchor bolt having the foundation of a building buried in the anchor bolt hole of the lower plate-shaped fixing portion is erected. A base reinforcing metal part is inserted and fastened with a nut and fixed on the foundation of the building.
【請求項8】 下部板状固定部及び上部板状固定部を
有し該下部板状固定部と該上部板状固定部の間を上下方
向に延長して連結する連結壁を有し前記下部板状固定部
と前記上部板状固定部の略中央部にはアンカーボルト穴
が穿設されており前記下部板状固定部のアンカーボルト
穴に建造物の基礎の埋設された前記アンカーボルトの起
立部が挿通されてナットで緊結され、さらに前記上部板
状固定部のアンカーボルト穴に挿通されたボルトを含
み、該ボルトは下端にボルト・ヘッドを有し前記上部板
状固定部の上側には複数のナットを螺合してあることを
特徴とする請求項4に記載の土台補強金物。
8. The lower portion having a lower plate-shaped fixing portion and an upper plate-shaped fixing portion, and having a connecting wall extending vertically to connect between the lower plate-shaped fixing portion and the upper plate-shaped fixing portion. An anchor bolt hole is formed in a substantially central portion between the plate-shaped fixing portion and the upper plate-shaped fixing portion, and the anchor bolt having the foundation of a building buried in the anchor bolt hole of the lower plate-shaped fixing portion is erected. Part is inserted and tightened by a nut, and further includes a bolt inserted into an anchor bolt hole of the upper plate-shaped fixing part, the bolt having a bolt head at a lower end, and an upper part of the upper plate-shaped fixing part. The base reinforcement according to claim 4, wherein a plurality of nuts are screwed together.
JP23101199A 1999-08-18 1999-08-18 Fixing structure for foundation, sill, floor and wall in building, and sill reinforcing fitting Pending JP2001055793A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23101199A JP2001055793A (en) 1999-08-18 1999-08-18 Fixing structure for foundation, sill, floor and wall in building, and sill reinforcing fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23101199A JP2001055793A (en) 1999-08-18 1999-08-18 Fixing structure for foundation, sill, floor and wall in building, and sill reinforcing fitting

Publications (1)

Publication Number Publication Date
JP2001055793A true JP2001055793A (en) 2001-02-27

Family

ID=16916859

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23101199A Pending JP2001055793A (en) 1999-08-18 1999-08-18 Fixing structure for foundation, sill, floor and wall in building, and sill reinforcing fitting

Country Status (1)

Country Link
JP (1) JP2001055793A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2005200976B2 (en) * 2004-04-27 2010-09-02 Steel Building Systems Australia Pty Ltd Tie-down bracket for anchoring a wall frame
JP2019152028A (en) * 2018-03-02 2019-09-12 Sus株式会社 Booth foundation structure
CN111576638A (en) * 2020-03-31 2020-08-25 上海宝冶集团有限公司 Complete construction method for wallboard embedded part

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2005200976B2 (en) * 2004-04-27 2010-09-02 Steel Building Systems Australia Pty Ltd Tie-down bracket for anchoring a wall frame
JP2019152028A (en) * 2018-03-02 2019-09-12 Sus株式会社 Booth foundation structure
JP7013014B2 (en) 2018-03-02 2022-01-31 Sus株式会社 Booth foundation structure
CN111576638A (en) * 2020-03-31 2020-08-25 上海宝冶集团有限公司 Complete construction method for wallboard embedded part

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