JPH09302673A - Fixing mechanism of sill of building - Google Patents

Fixing mechanism of sill of building

Info

Publication number
JPH09302673A
JPH09302673A JP11724296A JP11724296A JPH09302673A JP H09302673 A JPH09302673 A JP H09302673A JP 11724296 A JP11724296 A JP 11724296A JP 11724296 A JP11724296 A JP 11724296A JP H09302673 A JPH09302673 A JP H09302673A
Authority
JP
Japan
Prior art keywords
foundation
base
anchor bolt
sill
building
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
JP11724296A
Other languages
Japanese (ja)
Inventor
Kinji Fujita
欽司 藤田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11724296A priority Critical patent/JPH09302673A/en
Publication of JPH09302673A publication Critical patent/JPH09302673A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To regulate the mounting height of a sill and horizontally fix the sill with ease in an anchor bolt for fixing the sill of a building by screwing and mounting the anchor bolt to a sleeve buried in a foundation. SOLUTION: The upper part and lower part of an anchor bolt have plate-like parts 11b, 11a on respective end parts, which are connected through a cushioning material 12. A metallic cylindrical sleeve 6 having a female screw formed on the inside surface is buried in a concrete foundation 2, and a male screw formed on the lower part of the anchor bolt is screwed to the sleeve 6, and the upper part of the anchor bolt is inserted to a through-hole formed on a sill 4 to fasten and fix the sill 4 between a washer 13 and a nut 14, and the plate-like part 11b. Thus, the anchor bolt is rotated to regulate the vertical position, and the sill 4 can be horizontally fixed with ease. The vibration of the foundation 2 is not directly transmitted to the sill due to the cushioning material 12, and a clearance is formed by the arrangement of the cushioning material 12 to dispense with the formation of a ventilating hole in the foundation 2.

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】この発明は、建築物の土台を
基礎の上に固定するための機構に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mechanism for fixing a building base on a foundation.

【0002】[0002]

【従来の技術】従来、建築物の土台16を基礎17の上に固
定する場合は、図5に示したように、L字状のアンカー
ボルト18の下部をコンクリートの基礎17に垂直に埋設
し、上部を土台16に貫通させ、その土台16の上面に突出
した部分をワッシャ19、ナット20で固定していた。
2. Description of the Related Art Conventionally, when fixing a foundation 16 of a building on a foundation 17, the lower portion of an L-shaped anchor bolt 18 is vertically embedded in a concrete foundation 17, as shown in FIG. The upper part was penetrated through the base 16, and the protruding portion on the upper surface of the base 16 was fixed with a washer 19 and a nut 20.

【0003】コンクリートの基礎17は、型枠を組み立
て、その中にコンクリートを打設することにより形成さ
れるが、土台16を基礎17の上に水平に固定するために
は、コンクリートが硬化しないうちに、前記アンカーボ
ルト18を垂直に埋設し、かつ、基礎17の天端をならし作
業により水平にすることが必要であった。
[0003] The concrete foundation 17 is formed by assembling a formwork and placing concrete in it, but in order to fix the base 16 horizontally on the foundation 17, before the concrete hardens. In addition, it was necessary to vertically embed the anchor bolt 18 and level the top end of the foundation 17 by leveling.

【0004】しかし、前記アンカーボルト18は長く、重
量があるため、未硬化のコンクリート中で傾き易く、垂
直に取り付けることが困難で、また、基礎17の天端を水
平にならすには多くの人手と時間がかかるため、土台16
を基礎17の上に水平に固定することは容易ではなかっ
た。
However, since the anchor bolt 18 is long and heavy, it easily tilts in uncured concrete and is difficult to mount vertically, and it takes a lot of manpower to level the top end of the foundation 17 horizontally. It takes time and the base 16
It was not easy to fix the horizontal on the foundation 17.

【0005】[0005]

【発明が解決しようとする課題】そこで、この発明は、
建築物の土台を基礎の上に容易に水平に固定できるよう
にする建築物の土台の固定機構を提供することを課題と
する。
SUMMARY OF THE INVENTION Therefore, the present invention
An object of the present invention is to provide a fixing mechanism for a building base that enables a building base to be easily and horizontally fixed on a foundation.

【0006】[0006]

【課題を解決するための手段】前記課題を解決するた
め、この発明は次のような技術的手段を講じている。
In order to solve the above-mentioned problems, the present invention employs the following technical means.

【0007】この発明の建築物の土台の固定機構は、下
部を基礎に固定し、上部で建築物の土台を支持するよう
にしたアンカーボルトを、基礎に埋設されたスリーブに
前記下部を螺合させることにより、上下位置を調節可能
に取り付け、アンカーボルトの上下位置を適宜調節し
て、土台を基礎の上に水平に固定できるようにしたもの
である。
In the structure for fixing the base of a building according to the present invention, an anchor bolt having a lower portion fixed to a foundation and an upper portion supporting the foundation of the building is screwed to the sleeve embedded in the foundation. By doing so, the upper and lower positions are adjustably attached, and the upper and lower positions of the anchor bolts are appropriately adjusted so that the base can be horizontally fixed on the foundation.

【0008】アンカーボルトの上部に雄ネジを形成し、
土台の底面から上面に貫通させると共に、前記雄ネジを
形成した部分の下方に土台の底面を支える受け部を設
け、土台を貫通して土台の上面に突出した部分にナット
を螺合させることにより、土台をナットと前記受け部の
間に締め付けて支持するようにしてもよい。
A male screw is formed on the upper part of the anchor bolt,
By penetrating from the bottom surface of the base to the upper surface, a receiving portion that supports the bottom surface of the base is provided below the portion where the male screw is formed, and a nut is screwed into the portion penetrating the base and protruding to the upper surface of the base. The base may be clamped between the nut and the receiving portion to support it.

【0009】上述の手段を採用した結果、この発明は次
のような作用を有する。この発明の建築物の土台の固定
機構は、アンカーボルトを未硬化のコンクリートの基礎
に埋設するのではなく、基礎に埋設されたスリーブに螺
合させて取り付けるので、アンカーボルトが傾かず、し
かも、アンカーボルトは、回転させることにより上下位
置を調節することができるので、基礎の天端が精度よく
水平にならされていない場合でも、アンカーボルトの上
下位置を適宜調節することにより、容易に土台を水平に
固定することができる。
As a result of adopting the above means, the present invention has the following actions. Since the fixing mechanism of the foundation of the building of the present invention does not embed the anchor bolt in the foundation of uncured concrete but attaches it by screwing it into the sleeve embedded in the foundation, the anchor bolt does not tilt, and moreover, Since the vertical position of the anchor bolt can be adjusted by rotating it, even if the top end of the foundation is not leveled accurately, the anchor bolt can be easily adjusted to adjust the vertical position. Can be fixed horizontally.

【0010】[0010]

【発明の実施の形態】以下、この発明の実施の形態を、
図面を参照して説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below.
This will be described with reference to the drawings.

【0011】この発明に係る建築物の土台の固定機構
は、下部1を基礎2に固定し、上部3で建築物の土台4
を支持するようにしたアンカーボルト5を、基礎2に埋
設されたスリーブ6に前記下部1を螺合させることによ
り、上下位置を調節可能に取り付け、アンカーボルト5
の上下位置を適宜調節して、土台4を基礎2の上に水平
に固定できるようにしたものである。
The building base fixing mechanism according to the present invention fixes a lower part 1 to a foundation 2 and an upper part 3 to a building base 4.
Anchor bolt 5 adapted to support the anchor bolt 5 is attached by screwing the lower portion 1 into a sleeve 6 embedded in a foundation 2 so that the vertical position can be adjusted.
The base 4 can be horizontally fixed on the foundation 2 by appropriately adjusting the vertical position of the base.

【0012】この発明を実施するには、まず、コンクリ
ートの基礎2を形成するときに、スリーブ6を基礎2に
埋設する。基礎2は、鉄筋を配設し(図示せず)、図1
に示したように、型枠7を組み立て、その中にコンクリ
ートを流し込み、そして、コンクリートの硬化後、型枠
7を除去することにより形成される。
To carry out the present invention, first, when forming the concrete foundation 2, the sleeve 6 is embedded in the foundation 2. The foundation 2 is provided with reinforcing bars (not shown), and FIG.
It is formed by assembling the formwork 7, pouring concrete into it, and removing the formwork 7 after hardening of the concrete, as shown in FIG.

【0013】スリーブ6は、図2に示したような金属製
の円筒形状のもので、内周面に雌ネジ8を形成し、外周
面には棒状の抜け止め9を上下に4本ずつ横設してい
る。スリーブ6は、コンクリートが硬化しない間に、垂
直に、適宜間隔をおき、アンカーボルト5の下部1が螺
合できるように、上端の開口部を基礎2の外部に通じた
状態にして複数個埋設する。スリーブ6は従来のアンカ
ーボルトより短く、軽くできるので、未硬化のコンクリ
ート中でも傾きにくい。
The sleeve 6 is made of metal and has a cylindrical shape as shown in FIG. 2. An internal thread 8 is formed on the inner peripheral surface of the sleeve 6, and four rod-shaped retainers 9 are horizontally arranged on the outer peripheral surface. I have set up. A plurality of sleeves 6 are vertically arranged at appropriate intervals while the concrete is not hardened, and a plurality of sleeves 6 are embedded so that the lower openings 1 of the anchor bolts 5 can be screwed together and the openings at the upper ends are connected to the outside of the foundation 2. To do. Since the sleeve 6 is shorter and lighter than a conventional anchor bolt, it is hard to tilt even in uncured concrete.

【0014】そして、基礎2の形成後、アンカーボルト
5をそれぞれのスリーブ6に取り付ける。アンカーボル
ト5は、図3に示したようなもので、それぞれ雄ネジ10
a、10bを形成し、一端に円板形状の板状部11a、11b
を設けた金属製の下部1と上部3を、互いの前記板状部
11a、11bが向き合うようにし、その間に緩衝材12を挟
んで連結している。
After the foundation 2 is formed, the anchor bolts 5 are attached to the respective sleeves 6. The anchor bolts 5 are as shown in FIG.
a and 10b are formed, and disk-shaped plate-like portions 11a and 11b are formed at one end.
The lower part 1 and the upper part 3 made of metal provided with
11a and 11b are made to face each other, and a cushioning material 12 is sandwiched between them for connection.

【0015】上部3の板状部11bは、土台4の受け部11
bとなる。緩衝材12は、前記板状部11a、11bと断面が
同じ形状のゴムや、その他ゴム様のもので、熱をかけて
プレスすることにより圧着させたり、接着剤で接着する
ことにより、板状部11a、11bに固定されている。
The plate-like portion 11b of the upper portion 3 is the receiving portion 11 of the base 4.
b. The cushioning material 12 is made of rubber having the same cross section as that of the plate-shaped portions 11a and 11b, or other rubber-like material, and is made into a plate-shaped material by pressing it with heat to press it or bonding it with an adhesive. It is fixed to the parts 11a and 11b.

【0016】アンカーボルト5は、その下部1の雄ネジ
10aをスリーブ6の雌ネジ8に螺合させることによりス
リーブ6に取り付け、基礎2に固定された状態にする。
The anchor bolt 5 is a male screw on the lower portion 1.
By attaching 10a to the female screw 8 of the sleeve 6, the sleeve 10 is attached to the sleeve 6 and is fixed to the base 2.

【0017】次に、土台4をそれぞれのアンカーボルト
5の上部3に支持させる。アンカーボルト5は、図4に
示したように、その上部3の雄ネジ10bを形成した部分
を、土台4に形成した底面から上面に通じる穴に貫通さ
せ、さらに、前記雄ネジ10bを形成した部分の下方に設
けられた受け部11bで土台4の底面を支持させる。そし
て、土台4の上面に突出した部分にワッシャ13を取り付
け、ナット14を螺合させ、締め付けることにより、土台
4をナット14と前記受け部11bの間に固定する。これに
より、土台4が基礎2の上にしっかりと固定された状態
となる。
Next, the base 4 is supported on the upper portion 3 of each anchor bolt 5. As shown in FIG. 4, the anchor bolt 5 is formed by penetrating a portion of the upper portion 3 on which the male screw 10b is formed into a hole formed from the bottom face formed on the base 4 to the upper face, and further forming the male screw 10b. The bottom surface of the base 4 is supported by the receiving portion 11b provided below the portion. Then, the washer 13 is attached to the projecting portion of the base 4 and the nut 14 is screwed and tightened to fix the base 4 between the nut 14 and the receiving portion 11b. As a result, the base 4 is firmly fixed on the foundation 2.

【0018】そして、土台4が水平に固定されている
か、水平器で調べる。水平に固定されていない場合は、
いずれかのアンカーボルト5を回転させ、上下位置を調
節して土台4の傾きを修正することにより、土台4を水
平に固定された状態にすることができる。従って、基礎
2の天端を精度良く水平にならす作業の必要がなく、少
ない労力で済む。
Then, it is checked with a leveler whether the base 4 is fixed horizontally. If it is not fixed horizontally,
By rotating one of the anchor bolts 5 and adjusting the vertical position to correct the inclination of the base 4, the base 4 can be fixed horizontally. Therefore, it is not necessary to accurately level the top end of the foundation 2 and the labor is small.

【0019】この固定機構は、一般住宅や、ビル、その
他建築物全般の土台の固定に利用することができる。一
般住宅の場合は、アンカーボルト5は、下部1の長さが
200mm、上部3の長さが120mm、下部1及び上部3
の雄ネジを形成した部分の径が13mm、前記板状部11
a、11bの厚みが4mm、緩衝材12の径が90mm、厚みが
22mm程度のものを、スリーブ6は、全長が200mm、
前記雌ネジを形成した内周の径が13mm、周壁の肉厚が
4mm程度のものを使用すればよいが、これに限定され
ず、建築物の種類や大きさに応じて適宜の大きさのもの
や、異なった形状のものを使用することができる。
This fixing mechanism can be used for fixing the base of general houses, buildings, and other buildings in general. In the case of a general house, the anchor bolt 5 has a lower part 1 with a length of 200 mm, an upper part 3 with a length of 120 mm, a lower part 1 and an upper part 3.
The diameter of the portion where the male screw is formed is 13 mm, and the plate-shaped portion 11
a, 11b having a thickness of 4 mm, a cushioning material 12 having a diameter of 90 mm and a thickness of about 22 mm, the sleeve 6 has a total length of 200 mm,
The inner diameter of the female screw formed may be 13 mm, and the thickness of the peripheral wall may be about 4 mm, but the invention is not limited to this, and the size may be an appropriate size according to the type and size of the building. Different shapes can be used.

【0020】前記受け部11bは、少なくとも前記板状部
11a、11bの厚み及び緩衝材12の厚みの分、基礎2の天
端より高い位置になるため、基礎2と土台4との間には
間隔が生じており、これによって床下の換気が確保され
るので、従来のように基礎2に換気口を形成する必要が
ない。従って、基礎2の形成時に換気口を形成する手間
が省け、また、換気口の形成のために基礎2中の鉄筋の
配設に支障が出ることもない。
The receiving portion 11b is at least the plate-like portion.
Since the thickness of 11a and 11b and the thickness of the cushioning material 12 are higher than the top of the foundation 2, there is a space between the foundation 2 and the base 4, which ensures ventilation under the floor. Therefore, it is not necessary to form a ventilation hole in the foundation 2 unlike the conventional case. Therefore, it is possible to save the labor of forming the ventilation opening when forming the foundation 2, and to prevent the formation of the ventilation opening from interfering with the arrangement of the reinforcing bars in the foundation 2.

【0021】さらに、従来では、基礎2の隅角部15に
は、強度の低下をまねくので、換気口を形成することが
できず、そのために、換気が不十分になり、建築物の土
台や床に使用されている木材が腐り易く、白蟻の発生原
因ともなっていたが、この発明におけるアンカーボルト
5を使用すれば、土台4と基礎2の隅角部15との間にも
間隔を生じさせ、換気を十分に確保することができる。
Further, conventionally, since the corner portion 15 of the foundation 2 causes a decrease in strength, it is impossible to form a ventilation port, which results in insufficient ventilation, which may result in a building base or Although the wood used for the floor was easy to rot and caused the generation of termites, the anchor bolt 5 according to the present invention causes a gap between the base 4 and the corner 15 of the foundation 2. , Sufficient ventilation can be secured.

【0022】また、アンカーボルト5の上部3と下部1
は、緩衝材12により連結されており、地震が発生した
り、大型自動車がそばを通行した場合でも、震動は緩衝
材12に吸収され、アンカーボルト5の下部1から上部3
にそのまま伝わらない。しかも、基礎2と土台4との間
には前記間隔が存在するため、基礎2から土台4に震動
が直接伝わることもない。
Also, the upper portion 3 and the lower portion 1 of the anchor bolt 5
Are connected by the cushioning material 12, and even if an earthquake occurs or a large vehicle passes by, the vibration is absorbed by the cushioning material 12, and the lower part 1 to the upper part 3 of the anchor bolt 5 are absorbed.
I can't tell you. Moreover, since the space exists between the foundation 2 and the foundation 4, the vibration is not directly transmitted from the foundation 2 to the foundation 4.

【0023】従って、基礎2が揺れても、震動はアンカ
ーボルト5を介して基礎2から土台4にそのまま伝わら
ず、十分な免震効果を得ることができる。
Therefore, even if the foundation 2 shakes, the vibration is not transmitted from the foundation 2 to the base 4 through the anchor bolts 5 as it is, and a sufficient seismic isolation effect can be obtained.

【0024】[0024]

【発明の効果】この発明の建築物の土台の固定機構は、
上述のような構成を有しており、アンカーボルトを基礎
に埋設されたスリーブに螺合させて取り付けるため、ア
ンカーボルトが傾かず、しかも、アンカーボルトの上下
位置を調節することにより、容易に土台を水平に固定す
ることができ、基礎の天端を精度よく水平にならす必要
がないため、施工に人手がかからず、コストが安くつ
く。
The fixing mechanism for the foundation of the building of the present invention is
With the above-mentioned structure, the anchor bolt is screwed into the sleeve embedded in the foundation to be attached, so that the anchor bolt does not tilt and the base can be easily adjusted by adjusting the vertical position of the anchor bolt. Since it can be fixed horizontally and the top end of the foundation does not need to be leveled accurately, the construction is labor-free and the cost is low.

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

【図1】この発明に係る建築物の土台の固定機構におけ
る基礎の、スリーブを埋設し、型枠を除去する前の状態
を示す斜視図。
FIG. 1 is a perspective view showing a state of a foundation of a building base fixing mechanism according to the present invention before a sleeve is embedded and a mold is removed.

【図2】この発明に係る建築物の土台の固定機構におけ
るスリーブの斜視図。
FIG. 2 is a perspective view of a sleeve in the fixing mechanism for the base of the building according to the present invention.

【図3】この発明に係る建築物の土台の固定機構におけ
るアンカーボルトの斜視図。
FIG. 3 is a perspective view of an anchor bolt in the fixing mechanism for the foundation of the building according to the present invention.

【図4】この発明に係る建築物の土台の固定機構の実施
状態を示す正面図。
FIG. 4 is a front view showing an implementation state of a fixing mechanism of a building base according to the present invention.

【図5】従来の建築物の土台の固定機構の実施状態を示
す断面図。
FIG. 5 is a cross-sectional view showing an implementation state of a conventional fixing mechanism for a base of a building.

【符号の説明】[Explanation of symbols]

1 下部 2 基礎 3 上部 4 土台 5 アンカーボルト 6 スリーブ 10b 雄ネジ 11b 受け部 14 ナット 1 Lower part 2 Foundation 3 Upper part 4 Base 5 Anchor bolt 6 Sleeve 10b Male screw 11b Receiving part 14 Nut

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 下部を基礎に固定し、上部で建築物の土
台を支持するようにしたアンカーボルトを、基礎に埋設
されたスリーブに前記下部を螺合させることにより、上
下位置を調節可能に取り付け、アンカーボルトの上下位
置を適宜調節して、土台を基礎の上に水平に固定できる
ようにしたことを特徴とする建築物の土台の固定機構。
1. An upper and lower position can be adjusted by screwing an anchor bolt having a lower portion fixed to a foundation and an upper portion supporting a foundation of a building into a sleeve embedded in the foundation. A mechanism for fixing the foundation of a building, which is characterized by mounting and adjusting the vertical position of the anchor bolts so that the foundation can be fixed horizontally on the foundation.
【請求項2】 アンカーボルトの上部に雄ネジを形成
し、土台の底面から上面に貫通させると共に、前記雄ネ
ジを形成した部分の下方に土台の底面を支える受け部を
設け、土台を貫通して土台の上面に突出した部分にナッ
トを螺合させることにより、土台をナットと前記受け部
の間に締め付けて支持するようにした請求項1記載の建
築物の土台の固定機構。
2. An anchor screw is formed on an upper portion of the anchor bolt so as to penetrate from a bottom surface to an upper surface of the base, and a receiving portion for supporting the bottom surface of the base is provided below the portion where the male screw is formed, and the base is penetrated. 2. The fixing mechanism for a building base according to claim 1, wherein the base is clamped between the nut and the receiving portion to support the base by screwing a nut onto a portion protruding from the upper surface of the base.
JP11724296A 1996-05-13 1996-05-13 Fixing mechanism of sill of building Pending JPH09302673A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11724296A JPH09302673A (en) 1996-05-13 1996-05-13 Fixing mechanism of sill of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11724296A JPH09302673A (en) 1996-05-13 1996-05-13 Fixing mechanism of sill of building

Publications (1)

Publication Number Publication Date
JPH09302673A true JPH09302673A (en) 1997-11-25

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP11724296A Pending JPH09302673A (en) 1996-05-13 1996-05-13 Fixing mechanism of sill of building

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JP (1) JPH09302673A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008062949A1 (en) * 2006-11-22 2008-05-29 Sungkyunkwan University Foundation For Corporate Collaboration Apparatus for connecting a precast deck slab with a beam on a bridge and method for connecting the slab with the beam using the same
JP2015209695A (en) * 2014-04-25 2015-11-24 三井ホーム株式会社 Anchor unit, anchor structure and horizontality recovery method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008062949A1 (en) * 2006-11-22 2008-05-29 Sungkyunkwan University Foundation For Corporate Collaboration Apparatus for connecting a precast deck slab with a beam on a bridge and method for connecting the slab with the beam using the same
US7874035B2 (en) 2006-11-22 2011-01-25 SUNGKYUNKWAN UNIVERSITY Foundation for Corporated Collaboration Apparatus for connecting a precast deck slab with a beam on a bridge and method for connecting the slab with the beam using the same
JP2015209695A (en) * 2014-04-25 2015-11-24 三井ホーム株式会社 Anchor unit, anchor structure and horizontality recovery method

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