JP2007285016A - Anchor bolt device - Google Patents

Anchor bolt device Download PDF

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JP2007285016A
JP2007285016A JP2006113967A JP2006113967A JP2007285016A JP 2007285016 A JP2007285016 A JP 2007285016A JP 2006113967 A JP2006113967 A JP 2006113967A JP 2006113967 A JP2006113967 A JP 2006113967A JP 2007285016 A JP2007285016 A JP 2007285016A
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anchor bolt
base
spring
foundation
support nut
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Tsuyoshi Ito
強 伊藤
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<P>PROBLEM TO BE SOLVED: To provide an anchor bolt device easy in installation, capable of easily refastening even after installation, and capable of correcting settlement of a building without restoring a foundation. <P>SOLUTION: This anchor bolt device has a base part 3 embedded in the foundation 11 and composed of a tip screw part 7 of threading a female screw on an inner peripheral surface of a cylindrical body and a storage part 9 storing a spring 8 inside, an anchor bolt 2 of threading a male screw on the outer periphery threadedly engaging with the tip screw part 7, and a support nut 4 fixed to this anchor bolt 2. A lower end part of the anchor bolt 2 has the support nut 4 and a washer 5a, and is threadedly penetrated through the tip screw part 7, and is further inserted into the spring storage part 9, and maintains a state of being energized upward by the spring 8 by engaging with a spring upper end part, and is fixed to the anchor bolt 2 by fastening a sill 12 by the support nut 4 and an installation nut 6. The sill 12 is vertically moved by rotating the support nut 4 or rotating the anchor bolt 2. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、建築物の土台とその基礎を固定し、さらに建築物の沈下修正が容易にできるアンカーボルト装置に関する。   The present invention relates to an anchor bolt device that fixes a foundation of a building and its foundation and can easily correct a settlement of a building.

木造や鉄骨構造の建築物は一般的に、地盤の上にコンクリートなどで基礎が構築され、その基礎上に建築物が置かれている。しかし、建築物は台風などの突風や地震による揺れなど、周囲からさまざまな力を受けることにより、基礎から建築物がずれたり外れたりするおそれがある。建築物をその基礎となる部分に固定するために、建築物の底部と基礎の間に接合金具であるアンカーボルトを用いて緊結し、建築物の倒壊を防いでいる。
従来、このアンカーボルトによる建築物を基礎への固定は、建築もしくは改築の際の一度の緊結で完了してしまうことが一般的であった。しかし、建築物は完成した後に、建築物底部の土台の木の収縮、風化や腐食による変形、コンクリートなどの基礎の変形、または基礎の置かれた地盤の変形が起こることがある。また、基礎の置かれる地盤の沈降により、建築物全体が沈下することがある。特に、建物が全体的に傾斜したり、建物のある部分だけが沈下をおこす不同沈下がおこると、建築物の壁や柱梁に亀裂が入るなどの問題が発生することがあり、建築物を水平に修正する沈下修正の必要が生じることがある。
従来、このような建物の沈下修正のために、設置後に締め直すことが可能なアンカーボルトが開示されている(特許文献1、特許文献2)。
In general, a wooden or steel structure building has a foundation made of concrete or the like on the ground, and the building is placed on the foundation. However, there is a risk that the building will be displaced or detached from the foundation by receiving various forces from the surroundings such as gusty winds such as typhoons and shaking caused by earthquakes. In order to fix the building to its base part, the anchor bolt, which is a joint fitting, is used between the bottom of the building and the foundation to prevent the building from collapsing.
Conventionally, the fixing of the building to the foundation with the anchor bolt is generally completed by one-time fastening at the time of construction or reconstruction. However, after the building is completed, the base tree at the bottom of the building may shrink, deformation due to weathering or corrosion, deformation of the foundation such as concrete, or deformation of the ground on which the foundation is placed. In addition, the entire building may sink due to the settlement of the ground on which the foundation is placed. In particular, problems such as cracks in the walls and pillar beams of the building may occur if the building is tilted as a whole, or if a subsidence occurs where only a certain part of the building sinks, the wall of the building and the column beam may crack. There may be a need for subsidence correction that corrects horizontally.
Conventionally, anchor bolts that can be retightened after installation to correct the settlement of such buildings have been disclosed (Patent Documents 1 and 2).

しかしながら、上記のアンカーボルトでは、締め直しは可能であっても、傾斜した建築物をもとに戻すには、アンカーボルトを締め直すだけでなく、その建築物の置かれる基礎を修復しなければ建築物が完全に水平に戻ることは困難であるという問題があった。また、既設のアンカーボルトを締め直すことは、アンカーボルト装置の設置された土台に建築物の重量が大きくかかっているため作業が困難であるという問題があった。また、このような問題のため上記のアンカーボルトでは、アンカーボルト単体では沈下修正を完了できず、別途油圧ジャッキなどを用いて建築物を支持する必要があった。
特開平10−266586号公報 特開2002−371633号公報
However, with the above-mentioned anchor bolts, even if retightening is possible, in order to return an inclined building to its original state, not only retightening the anchor bolt but also repairing the foundation on which the building is placed There was a problem that it was difficult for the building to return completely level. Further, retightening the existing anchor bolts has a problem that the work is difficult because the weight of the building is heavily applied to the base on which the anchor bolt device is installed. Further, due to such problems, with the above anchor bolt, the anchor bolt alone cannot complete the settlement correction, and it is necessary to separately support the building using a hydraulic jack or the like.
JP-A-10-266586 JP 2002-371633 A

本発明はこのような問題に対処するためになされたもので、設置が容易であり、また設置後も容易に締め直すことができ、建築物の土台と基礎とを固定するとともに、建築物が不同沈下した場合などにおいて、基礎を修復することなく建築物の沈下修正が可能なアンカーボルト装置を提供することを目的とする。   The present invention has been made in order to cope with such a problem, is easy to install, can be easily retightened after installation, and fixes the foundation and foundation of the building. An object of the present invention is to provide an anchor bolt device capable of correcting the settlement of a building without repairing the foundation in the case of uneven settlement.

本発明のアンカーボルト装置は、基礎に埋設され、筒状体の内周面に雌ねじの切られた先端ねじ部と該先端ねじ部下部に嵌合する筒状体のばね収納部とを有する基部と、上記先端ねじ部に螺合する外周面に雄ねじの切られたアンカーボルトと、上記アンカーボルトに固定された支持ナットを備えてなる、基礎に建築物の土台を緊結するアンカーボルト装置であって、上記ばね収納部は、内部にばねを収納し、上記アンカーボルトはその一端を上記支持ナットと座金を有して上記先端ねじ部に螺貫し、さらに上記ばね収納部に挿入し、上記ばね上端に係合して該ばねにより上方へ付勢された状態を維持し、上記支持ナットは上記土台下面より該土台を支持するものであり、上記土台に上記アンカーボルト上端を貫通させ、該アンカーボルトに固定された上記支持ナットの回動もしくはアンカーボルトの回転により土台を上下動させることを特徴とする。
また、上記ばね収納部は、潤滑剤が充填されていることを特徴とする。
The anchor bolt device of the present invention is embedded in a base, and has a base threaded portion having a threaded end threaded on the inner peripheral surface of the tubular body and a tubular body spring accommodating portion fitted to the bottom of the distal end threaded part. And an anchor bolt device having an external screw threaded on the outer peripheral surface screwed to the tip screw portion and a support nut fixed to the anchor bolt, and a base of a building to be fastened to the foundation. The spring housing portion houses a spring therein, and the anchor bolt has one end of the support bolt and a washer screwed into the tip screw portion, and further inserted into the spring housing portion. Engaging with the upper end of the spring and maintaining the state of being biased upward by the spring, the support nut supports the base from the lower surface of the base, the upper end of the anchor bolt is passed through the base, Secure to the anchor bolt And wherein the vertically moving the base by rotation of has been rotated or anchor bolts of the support nut.
The spring housing portion is filled with a lubricant.

本発明のアンカーボルト装置は、基部の先端ねじ部を螺貫したアンカーボルトの下端が先端ねじ部下部のばね収納部に収納されるばねを押し下げ、ばねにより上方へ付勢された状態を維持しながら基礎と土台を緊結するため、地盤沈下などによる不同沈下で建築物が傾いた場合に、アンカーボルトに備えられ土台を支持する支持ナットを回動すること、もしくはアンカーボルト自体を回転させることにより容易に土台を上下動させることができ、基礎から建築物土台を持ち上げて建築物を水平に戻すことが可能であり、アンカーボルト装置単体で建築物の土台と基礎との固定と、建築物が不同沈下した場合の沈下修正の両方を行なうことができる。   In the anchor bolt device of the present invention, the lower end of the anchor bolt threaded through the distal end threaded portion of the base part pushes down the spring accommodated in the spring accommodating portion at the lower end of the distal end threaded portion, and maintains the state of being biased upward by the spring. However, in order to tie the foundation and foundation, when the building is tilted due to uneven settlement due to ground subsidence, etc., by rotating the support nut that is provided in the anchor bolt and supports the foundation, or by rotating the anchor bolt itself The foundation can be easily moved up and down, the building foundation can be lifted from the foundation and the building can be returned to the horizontal level, the anchor bolt device alone can fix the building foundation and the foundation, and the building It is possible to perform both settlement correction in the case of uneven settlement.

上記ばね収納部には、グリースおよび潤滑油などの潤滑剤が充填されるので、建築時のアンカーボルト装置の締結が容易に行えるだけでなく、アンカーボルト装置設置後、支持ナットを回動させる際、もしくはアンカーボルトを回転させる際も、容易に作業を行なうことができる。   Since the spring housing is filled with a lubricant such as grease and lubricating oil, not only can the anchor bolt device be fastened during construction, but also when the support nut is rotated after the anchor bolt device is installed. Or, when the anchor bolt is rotated, the operation can be easily performed.

本発明のアンカーボルト装置を図1、図2および図3に基づいて説明する。図1は本発明のアンカーボルト装置の全体斜視図であり、図2はアンカーボルト装置の断面図である。また図3はアンカーボルト装置の組立て斜視図を表わす。   The anchor bolt device of the present invention will be described with reference to FIGS. 1, 2, and 3. FIG. FIG. 1 is an overall perspective view of the anchor bolt device of the present invention, and FIG. 2 is a cross-sectional view of the anchor bolt device. FIG. 3 is an assembly perspective view of the anchor bolt device.

図1および図2に示すように、アンカーボルト装置1は、コンクリート舗装などで構築される基礎11と、その上に置かれる建築物の土台12との間に設置される。
本発明のアンカーボルト装置1は、棒状体のアンカーボルト2を基礎11に埋設される基部3に螺合により挿入し、さらに座金5を介して、支持ナット4と取付用ナット6を用いて土台12を基礎11に固定するものである。
As shown in FIGS. 1 and 2, the anchor bolt device 1 is installed between a foundation 11 constructed by concrete pavement or the like and a building base 12 placed on the foundation 11.
An anchor bolt device 1 according to the present invention inserts a rod-like anchor bolt 2 into a base 3 embedded in a base 11 by screwing, and further uses a support nut 4 and a mounting nut 6 via a washer 5 to form a base. 12 is fixed to the foundation 11.

図3に示すように、基礎11に埋設される基部3の構造は、筒状体の内周面に雌ねじの切られた先端ねじ部7と、その下部に嵌合され先端ねじ部7より貫通する内部にばね8を収納した筒状体のばね収納部9からなる。
先端ねじ部7あるいはばね収納部9の外周面には凸部(7aおよび7b)を設けてもよく、基礎11へ埋設する際、強固に固定できる。
ばね収納部9には内部に上蓋10aを載せて有するばね8を収納し、ばね8下部はばね収納部9を覆う下蓋10bに接着固定されている。
本発明のアンカーボルト装置1に用いられるばねとしては、例えば圧縮コイルばねなどを使用できる。建築物という重量の大きなものを支えるため、ばね力の大きなばねを使用する。
また、このばね収納部9には、潤滑剤が充填されている構造でもよい。ばね収納部9内部全部に潤滑剤が充填されていてもよいし、収納されているばね8周辺に充填されていてもよい。用いられる潤滑剤としては、グリースや潤滑油など一般に使用される潤滑剤を用いることができる。
基部3は基礎11に埋設される際、先端ねじ部7の上面7aが、基礎11の上面と略同一面を形成するように設置する。
As shown in FIG. 3, the structure of the base portion 3 embedded in the foundation 11 includes a tip screw portion 7 having an internal thread cut on the inner peripheral surface of the cylindrical body, and a lower portion fitted into the tip screw portion 7 and penetrating from the tip screw portion 7. It comprises a cylindrical spring accommodating portion 9 in which a spring 8 is accommodated.
Convex portions (7a and 7b) may be provided on the outer peripheral surface of the tip screw portion 7 or the spring storage portion 9, and can be firmly fixed when embedded in the foundation 11.
A spring 8 having an upper lid 10 a mounted therein is accommodated in the spring accommodating portion 9, and a lower portion of the spring 8 is bonded and fixed to a lower lid 10 b covering the spring accommodating portion 9.
As a spring used for the anchor bolt device 1 of the present invention, for example, a compression coil spring or the like can be used. Use springs with a large spring force to support heavy objects such as buildings.
Further, the spring accommodating portion 9 may have a structure filled with a lubricant. The entire inside of the spring housing portion 9 may be filled with a lubricant, or may be filled around the spring 8 that is housed. As the lubricant to be used, commonly used lubricants such as grease and lubricating oil can be used.
When the base 3 is embedded in the foundation 11, it is installed so that the upper surface 7 a of the tip screw portion 7 forms substantially the same surface as the upper surface of the foundation 11.

本発明のアンカーボルト装置1に用いられる棒状体のアンカーボルト2は、その両端部の外周面に雄ねじが切られた形状を有するもの、もしくはアンカーボルト2の外周面全体に雄ねじが切られた形状を有するものが使用される。
アンカーボルト2には土台12を支持するための支持ナット4を固定する必要があり、アンカーボルト2の雄ねじの切られた両端部の間もしくはアンカーボルト2の略中間部の位置2aにおいて支持ナット4が固定される。
建築物の沈下修正の際、アンカーボルト装置1において支持ナット4を回動させて土台12を上下動させる方法と、土台12上面でアンカーボルト2を回転させて土台12を上下動させる方法とがある。
支持ナット4を回動させて建築物の沈下修正を行なうアンカーボルト装置1の方法では、両端部の外周面に雄ねじが切られた形状のアンカーボルト2を使用できる。その両端部に切られた雄ねじと雄ねじの間に支持ナット4がボルトに固定され、各雄ねじの巻き方向は同じ方向であってもよいし、それぞれ反対の方向であってもよい。
土台12上面でアンカーボルト2を回転させて建築物の沈下修正を行なうアンカーボルト装置1の方法では、アンカーボルト2の外周面の両端部もしくは全面に切られた雄ねじは同じ方向である。このアンカーボルト2の略中間部の位置2aで支持ボルト4が固定される。また、アンカーボルト2の回転を容易にできるようにするため、アンカーボルト2の上部先端部分を多角形、好ましくは6角形にしておいてもよい。
アンカーボルト2に切られるねじの種類としては、転造ねじまたは切削ねじなどを用いることができる。
The rod-shaped anchor bolt 2 used in the anchor bolt device 1 of the present invention has a shape in which male threads are cut on the outer peripheral surfaces of both ends thereof, or a shape in which male threads are cut on the entire outer peripheral surface of the anchor bolt 2. Are used.
It is necessary to fix the support nut 4 for supporting the base 12 to the anchor bolt 2, and the support nut 4 is positioned between the both ends of the male screw of the anchor bolt 2 or at a position 2 a substantially in the middle of the anchor bolt 2. Is fixed.
When correcting the settlement of a building, the anchor bolt device 1 rotates the support nut 4 to move the base 12 up and down, and the anchor bolt 2 rotates on the top of the base 12 to move the base 12 up and down. is there.
In the method of the anchor bolt device 1 in which the settlement of the building is corrected by rotating the support nut 4, the anchor bolt 2 having a shape in which male threads are cut on the outer peripheral surfaces of both ends can be used. The support nut 4 is fixed to the bolt between the male screw cut at both ends, and the winding direction of each male screw may be the same direction or may be the opposite direction.
In the method of the anchor bolt device 1 in which the anchor bolt 2 is rotated on the upper surface of the base 12 to correct the settlement of the building, the male screws cut at both ends or the entire surface of the outer peripheral surface of the anchor bolt 2 are in the same direction. The support bolt 4 is fixed at a position 2a substantially in the middle of the anchor bolt 2. Further, in order to facilitate the rotation of the anchor bolt 2, the upper end portion of the anchor bolt 2 may be polygonal, preferably hexagonal.
As a kind of screw cut into the anchor bolt 2, a rolled screw or a cutting screw can be used.

また、アンカーボルト2およびアンカーボルト装置1を構成する各部品の材質としては、鉄、ステンレスまたは黄銅などの金属などを用いることができる。機械的強度に優れ、かつ防錆性などにも優れることからステンレス製の部品を用いることが好ましい。   Moreover, as a material of each component which comprises the anchor bolt 2 and the anchor bolt apparatus 1, metals, such as iron, stainless steel, or a brass, can be used. It is preferable to use a stainless steel part because of its excellent mechanical strength and rust resistance.

基部3の先端ねじ部7にアンカーボルト2の一端を挿入して螺合により貫通させる。アンカーボルト2はこの先端ねじ部7において支持される。アンカーボルト2の下端部は、さらに先端ねじ部7の下部のばね収納部9に挿入され、ばね8上部の上蓋10aに係合し、ばね8を押し下げる。アンカーボルト2の基部3への締結は、ばね8により上方へ付勢された状態を維持しながら固定される。   One end of the anchor bolt 2 is inserted into the tip screw portion 7 of the base portion 3 and is penetrated by screwing. The anchor bolt 2 is supported by the tip screw portion 7. The lower end portion of the anchor bolt 2 is further inserted into the spring accommodating portion 9 below the tip screw portion 7, engages with the upper lid 10 a above the spring 8, and pushes down the spring 8. The fastening of the anchor bolt 2 to the base 3 is fixed while maintaining the state of being biased upward by the spring 8.

基部3に螺合により締結したアンカーボルト2の上端部を土台12に穿設したアンカーボルト2用穴に挿通させ、土台12を基礎11上に載せる。この時、各アンカーボルト2の土台12を支持する位置2aに支持ナット4を固定したものを、基礎11と土台12のあいだに設置する。支持ナット4の上面で座金5aを介して土台12を支持しつつ、支持ナット4を回動させてアンカーボルト2を基部3に締結して固定する。最後に土台12上面に突出したアンカーボルト2上端部を座金5bを介して取付用ナット6により係止し、アンカーボルト2は土台12に固定され、土台12は基礎11に緊結される。   The upper end of the anchor bolt 2 fastened to the base 3 by screwing is inserted into the anchor bolt 2 hole formed in the base 12, and the base 12 is placed on the foundation 11. At this time, what fixes the support nut 4 to the position 2 a that supports the base 12 of each anchor bolt 2 is installed between the foundation 11 and the base 12. While supporting the base 12 via the washer 5a on the upper surface of the support nut 4, the support nut 4 is rotated to fasten and fix the anchor bolt 2 to the base 3. Finally, the upper end portion of the anchor bolt 2 protruding from the upper surface of the base 12 is locked by the mounting nut 6 via the washer 5 b, the anchor bolt 2 is fixed to the base 12, and the base 12 is fastened to the foundation 11.

コンクリート舗装などで基礎11を構築する際、アンカーボルト装置1を設置する位置を決め、基部3の先端ねじ部7のねじの進行方向が鉛直方向となるように基礎11へ基部3を埋め込む。このとき、基部3の先端ねじ部7の上面が基礎11の表面と略同一面を形成することが好ましい。この基部3にアンカーボルト2を設置する。土台12を支持する位置2aに支持ナット4を固定したアンカーボルト2の下端部を基部3の先端ねじ部7に螺合させる。ここで、座金5aが土台12側になるようにして螺合しておく。先端ねじ部7に挿入されたアンカーボルト2の下端はさらに先端ねじ部7下部のばね収納部9内に到達し、ばね8の上蓋10aを押し下げてばね8により上方へ付勢された状態を維持しながら締結する。   When the foundation 11 is constructed by concrete pavement or the like, the position where the anchor bolt device 1 is installed is determined, and the base 3 is embedded in the foundation 11 so that the screw traveling direction of the tip screw portion 7 of the base 3 becomes the vertical direction. At this time, it is preferable that the upper surface of the tip screw portion 7 of the base portion 3 is substantially flush with the surface of the base 11. Anchor bolts 2 are installed on the base 3. The lower end portion of the anchor bolt 2 to which the support nut 4 is fixed at the position 2 a that supports the base 12 is screwed into the tip screw portion 7 of the base portion 3. Here, the washer 5a is screwed so that it is on the base 12 side. The lower end of the anchor bolt 2 inserted into the tip screw portion 7 further reaches the inside of the spring accommodating portion 9 below the tip screw portion 7 and maintains the state where the upper cover 10a of the spring 8 is pushed down and biased upward by the spring 8. Conclude while.

基礎11の上に置かれる土台12の、上記基部3を埋め込んだ位置に相当する位置に、アンカーボルト2を挿通させる穴を、土台12に穿設する。土台12に穿設した穴にそれぞれアンカーボルト2上端部を挿入して土台12を基礎11上に載置する。土台12の上面に突出したアンカーボルト2に座金5bを介して取付用ナット6で締結する。
さらに基礎11と土台12の間のアンカーボルト2に固定された支持ナット4を回動させて締結し、取付用ナット6で最終的に土台12をアンカーボルト2に固定することでアンカーボルト装置1の設置は完了し、基礎11に土台12が緊結される。
ここで、土台12は建築物の置かれる地面に対し水平に設置される。
A hole through which the anchor bolt 2 is inserted is drilled in the base 12 at a position corresponding to the position where the base 3 is embedded in the base 12 placed on the foundation 11. The upper ends of the anchor bolts 2 are inserted into the holes drilled in the base 12 and the base 12 is placed on the foundation 11. The anchor bolt 6 protruding from the upper surface of the base 12 is fastened with a mounting nut 6 via a washer 5b.
Further, the support nut 4 fixed to the anchor bolt 2 between the foundation 11 and the base 12 is rotated and fastened, and finally the base 12 is fixed to the anchor bolt 2 with the mounting nut 6 to thereby fix the anchor bolt device 1. Is completed, and the base 12 is tightly coupled to the foundation 11.
Here, the base 12 is installed horizontally with respect to the ground on which the building is placed.

また、本発明のアンカーボルト装置1を設置する別の一例としては、外周面に同方向に雄ねじの切られた、略中間部の土台12を支持する位置2aに支持ナット4を固定したアンカーボルト2下端部を上記方法と同様に、基部3の先端ねじ部7およびばね収納部9に螺合により挿入して締結し、アンカーボルト2の上端部を土台12に穿設した穴に挿入して土台12を基礎11に載置し、さらに、土台12上面でアンカーボルト2を締め付け、かつ取付用ナット6で係止して土台12をアンカーボルト2に固定することでアンカーボルト装置1の設置は完了し、基礎11に土台12が緊結される。   As another example of installing the anchor bolt device 1 of the present invention, an anchor bolt in which a support nut 4 is fixed to a position 2a that supports a base 12 at a substantially intermediate portion, which is externally threaded on the outer peripheral surface in the same direction. 2 In the same manner as described above, the lower end of the anchor bolt 2 is inserted into the distal end threaded portion 7 and the spring accommodating portion 9 by screwing and fastened, and the upper end of the anchor bolt 2 is inserted into the hole drilled in the base 12. The anchor bolt device 1 is installed by placing the base 12 on the foundation 11, and further fastening the anchor bolt 2 on the upper surface of the base 12 and locking it with the mounting nut 6 to fix the base 12 to the anchor bolt 2. The foundation 12 is tightly coupled to the foundation 11 when completed.

アンカーボルト装置1の設置数は建築物の大きさや建築物の置かれる環境により異なり、建築物の土台の柱に近接した場所や、コンクリートなどで構築される基礎が中断する前後の場所などに、状況に応じ適度な数を適度な間隔をおいて配置される。また、本発明のアンカーボルト装置は、例えば地盤沈下などにより建築物が不同沈下を起こした場合などに、建築物全体が水平になるように沈下修正を行なうため、建築物を支える柱付近の土台に配置するなど、土台全体でバランスよく配置される必要がある。   The number of anchor bolt devices 1 installed depends on the size of the building and the environment in which the building is placed. The location of the anchor bolt device 1 is close to the pillar of the building base, and the place before and after the foundation constructed of concrete is interrupted. An appropriate number is arranged at an appropriate interval according to the situation. In addition, the anchor bolt device of the present invention corrects subsidence so that the entire building becomes horizontal when, for example, the building undergoes subsidence due to ground subsidence or the like. It is necessary to arrange them in a well-balanced manner throughout the foundation.

建築物が不同沈下を起こした場合、その不同沈下を起こした部分付近のアンカーボルト装置1を修正する。アンカーボルト装置1のアンカーボルト2に土台12を固定している取付用ナット6を緩め、支持ナット4を上方向へ回動させる。もしくはアンカーボルト2自体を回転して緩める。アンカーボルト2の基部3への締結は、ばね8により常に上方へ付勢された状態で維持されているため、支持ナット4の回転もしくはアンカーボルト2の回転を容易に行なうことができ、アンカーボルト2に固定されている支持ボルト4に支持された土台12は基礎11から上方へ引き上げられる。建築物の土台12に複数設置されたアンカーボルト装置1をそれぞれ修正し、建築物の土台12全体を、地面に対し水平に修正する。   In the case where the building has undergone uneven settlement, the anchor bolt device 1 in the vicinity of the portion where the uneven settlement has occurred is corrected. The mounting nut 6 that fixes the base 12 to the anchor bolt 2 of the anchor bolt device 1 is loosened, and the support nut 4 is rotated upward. Alternatively, the anchor bolt 2 itself is rotated and loosened. Since the fastening of the anchor bolt 2 to the base portion 3 is always maintained in a state of being urged upward by the spring 8, the support nut 4 or the anchor bolt 2 can be easily rotated. The base 12 supported by the support bolt 4 fixed to 2 is pulled upward from the foundation 11. A plurality of anchor bolt devices 1 installed on the building base 12 are respectively corrected, and the entire building base 12 is corrected horizontally with respect to the ground.

本発明のアンカーボルト装置の実施形態を図に基づいて説明する。図4および図5はそれぞれ本発明のアンカーボルト装置の実施形態を説明する断面図である。   An embodiment of an anchor bolt device of the present invention will be described with reference to the drawings. 4 and 5 are cross-sectional views illustrating an embodiment of the anchor bolt device of the present invention.

図4はアンカーボルト装置1を設置する一例を説明する断面図である。図4は、アンカーボルト装置1を木造建築物の土台12を基礎11に固定するために設置する場合を説明するものである。アンカーボルト装置1は、上記方法で組み立てられ、基礎11にパッキン15などを介して置かれた建築物の土台12を固定する。アンカーボルト装置1は建築物の土台12全体に複数設置されるが、図4に示すように、特に土台12の柱13付近にアンカーボルト装置1を設置することが好ましい。建築物の沈下修正を行なう場合は、取付用ナット6を緩め、アンカーボルト2に固定された支持ナット4を回動させて、土台12を上方へ引き上げる。   FIG. 4 is a cross-sectional view illustrating an example in which the anchor bolt device 1 is installed. FIG. 4 illustrates a case where the anchor bolt device 1 is installed in order to fix the base 12 of the wooden building to the foundation 11. The anchor bolt device 1 is assembled by the method described above, and fixes a building base 12 placed on a foundation 11 via a packing 15 or the like. A plurality of anchor bolt devices 1 are installed on the entire foundation 12 of the building. As shown in FIG. 4, it is preferable to install the anchor bolt device 1 particularly near the pillar 13 of the foundation 12. When the settlement of the building is corrected, the mounting nut 6 is loosened, the support nut 4 fixed to the anchor bolt 2 is rotated, and the base 12 is pulled upward.

図5はアンカーボルト装置1を設置する別の一例を説明する図である。図5は、アンカーボルト装置1を鉄骨建築物の土台12を基礎11に固定するために設置する場合を説明するものである。アンカーボルト装置1は、上記方法で組み立てられ、基礎11に礎石14などを介して置かれた建築物の土台12を固定する。アンカーボルト装置1は建築物の土台12全体に複数設置されるが、図5に示すように、建築物全体の荷重の集中する鉄骨柱13付近の土台12に設置されることが好ましく、またこの場合鉄骨柱13付近にアンカーボルト装置1を複数設置することが好ましい。建築物の沈下修正を行なう場合は、取付用ナット6を緩め、さらにアンカーボルト2を回転させて緩め、アンカーボルト2に固定された支持ナット4で支持される土台12を上方へ引き上げる。   FIG. 5 is a diagram for explaining another example in which the anchor bolt device 1 is installed. FIG. 5 illustrates a case where the anchor bolt device 1 is installed to fix the foundation 12 of the steel building to the foundation 11. The anchor bolt device 1 is assembled by the above-described method, and fixes the foundation 12 of the building placed on the foundation 11 via the foundation stone 14 or the like. A plurality of anchor bolt devices 1 are installed on the entire base 12 of the building. As shown in FIG. 5, it is preferable that the anchor bolt device 1 be installed on the base 12 near the steel column 13 where the load of the entire building is concentrated. In this case, it is preferable to install a plurality of anchor bolt devices 1 near the steel column 13. When the settlement of the building is to be corrected, the mounting nut 6 is loosened, the anchor bolt 2 is further rotated and loosened, and the base 12 supported by the support nut 4 fixed to the anchor bolt 2 is pulled upward.

本発明のアンカーボルト装置は、建築物の土台の種類や形式によらず、基礎と土台とを緊結することができ、また基部に収納されるばねにより常に上方へ付勢された状態を維持しながら設置されるためアンカーボルト装置の設置および修正が容易であり、一般住宅を始めとする木造および鉄骨建築物全般に沈下修正用のアンカーボルト装置として好適に利用できる。   The anchor bolt device according to the present invention can keep the foundation and the foundation tightly connected regardless of the type and form of the foundation of the building, and always maintains the state of being biased upward by the spring housed in the base. Therefore, the anchor bolt device can be easily installed and modified, and can be suitably used as an anchor bolt device for subsidence correction in general wooden and steel buildings including ordinary houses.

本発明のアンカーボルト装置の全体斜視図である。It is a whole perspective view of the anchor bolt device of the present invention. 本発明のアンカーボルト装置の断面図である。It is sectional drawing of the anchor bolt apparatus of this invention. 本発明のアンカーボルト装置の組立て斜視図である。It is an assembly perspective view of the anchor bolt device of the present invention. 本発明のアンカーボルト装置の実施形態を説明する断面図である。It is sectional drawing explaining embodiment of the anchor bolt apparatus of this invention. 本発明のアンカーボルト装置の実施形態を説明する断面図である。It is sectional drawing explaining embodiment of the anchor bolt apparatus of this invention.

符号の説明Explanation of symbols

1 アンカーボルト装置
2 アンカーボルト
3 基部
4 支持ナット
5 座金
6 取付用ナット
7 先端ねじ部
8 ばね
9 ばね収納部
10 ふた
11 基礎
12 土台
13 柱
14 礎石
15 パッキン
DESCRIPTION OF SYMBOLS 1 Anchor bolt apparatus 2 Anchor bolt 3 Base part 4 Support nut 5 Washer 6 Mounting nut 7 Tip screw part 8 Spring 9 Spring accommodating part 10 Lid 11 Foundation 12 Base 13 Pillar 14 Foundation stone 15 Packing

Claims (3)

基礎に埋設され、筒状体の内周面に雌ねじの切られた先端ねじ部と該先端ねじ部下部に嵌合する筒状体のばね収納部とを有する基部と、前記先端ねじ部に螺合する両端部の外周面に雄ねじの切られたアンカーボルトと、前記アンカーボルトの雄ねじの切られた両端部の間に該アンカーボルトに固定された支持ナットを備えてなる、基礎に建築物の土台を緊結するアンカーボルト装置であって、
前記ばね収納部は、内部にばねを収納し、
前記アンカーボルトはその一端を前記支持ナットと座金を有して前記先端ねじ部に螺貫し、さらに前記ばね収納部に挿入し、前記ばね上端に係合して該ばねにより上方へ付勢された状態を維持し、
前記支持ナットは前記土台下面より該土台を支持するものであり、
前記土台に前記アンカーボルト上端を貫通させ、前記支持ナットの回動により土台を上下動させることを特徴とするアンカーボルト装置。
A base portion embedded in a foundation and having a tip threaded portion in which an internal thread is cut on an inner peripheral surface of the cylindrical body, and a spring housing portion of the cylindrical body that fits in a lower portion of the leading end thread portion; An anchor bolt having a male screw cut on the outer peripheral surface of both ends to be joined, and a support nut fixed to the anchor bolt between both ends of the male screw of the anchor bolt. An anchor bolt device that binds the foundation,
The spring storage portion stores a spring therein,
One end of the anchor bolt has the support nut and a washer, and is screwed into the tip threaded portion. Further, the anchor bolt is inserted into the spring accommodating portion, engaged with the upper end of the spring, and urged upward by the spring. Maintain the state
The support nut supports the base from the bottom surface of the base,
An anchor bolt device, wherein an upper end of the anchor bolt is passed through the base, and the base is moved up and down by rotation of the support nut.
基礎に埋設され、筒状体の内周面に雌ねじの切られた先端ねじ部と該先端ねじ部下部に嵌合する筒状体のばね収納部とを有する基部と、前記先端ねじ部に螺合する外周面に雄ねじの切られたアンカーボルトと、前記アンカーボルトの略中間部に支持ナットを備えてなる、基礎に建築物の土台を緊結するアンカーボルト装置であって、
前記ばね収納部は、内部にばねを収納し、
前記アンカーボルトはその一端を前記支持ナットと座金を有して前記先端ねじ部に螺貫し、さらに前記ばね収納部に挿入し、前記ばね上端に係合して該ばねにより上方へ付勢された状態を維持し、
前記支持ナットは前記土台下面より該土台を支持するものであり、
前記土台に前記アンカーボルト上端を貫通させ、前記アンカーボルトの回転により土台を上下動させることを特徴とするアンカーボルト装置。
A base portion embedded in a foundation and having a tip threaded portion in which an internal thread is cut on an inner peripheral surface of the cylindrical body, and a spring housing portion of the cylindrical body that fits in a lower portion of the leading end thread portion; An anchor bolt device for fastening a foundation of a building to a foundation, comprising an anchor bolt having a male thread on the outer peripheral surface to be joined, and a support nut at a substantially middle portion of the anchor bolt,
The spring storage portion stores a spring therein,
One end of the anchor bolt has the support nut and a washer, and is screwed into the tip threaded portion. Further, the anchor bolt is inserted into the spring accommodating portion, engaged with the upper end of the spring, and urged upward by the spring. Maintain the state
The support nut supports the base from the bottom surface of the base,
An anchor bolt device, wherein an upper end of the anchor bolt is passed through the base, and the base is moved up and down by rotation of the anchor bolt.
前記ばね収納部は、潤滑剤が充填されていることを特徴とする請求項1または請求項2記載のアンカーボルト装置。   The anchor bolt device according to claim 1 or 2, wherein the spring accommodating portion is filled with a lubricant.
JP2006113967A 2006-04-18 2006-04-18 Anchor bolt device Pending JP2007285016A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012193546A (en) * 2011-03-16 2012-10-11 Building Research Institute Anchor bolt precedent yielding type drawing hardware, and earthquake strengthening method for large-scale wooden building using the same
KR20160085673A (en) * 2015-01-08 2016-07-18 김창겸 Anchor Bolt For Earthquake-Proof
CN114260720A (en) * 2021-12-24 2022-04-01 金中贸(常熟)机械科技有限公司 Foot margin subassembly of lathe base

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57107411A (en) * 1980-12-23 1982-07-03 Tomoegumi Iron Works Centralized joint for solid truss
JPS58135230A (en) * 1982-02-06 1983-08-11 Shozo Nakabayashi Repairing device for settling building
JPH10266586A (en) * 1997-03-19 1998-10-06 Fujio Itagaki Anchor bolt device for correcting settlement of building
JP2002371633A (en) * 2001-06-14 2002-12-26 Fujio Itagaki Foundation anchor bolt of building and settlement correcting method of the building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57107411A (en) * 1980-12-23 1982-07-03 Tomoegumi Iron Works Centralized joint for solid truss
JPS58135230A (en) * 1982-02-06 1983-08-11 Shozo Nakabayashi Repairing device for settling building
JPH10266586A (en) * 1997-03-19 1998-10-06 Fujio Itagaki Anchor bolt device for correcting settlement of building
JP2002371633A (en) * 2001-06-14 2002-12-26 Fujio Itagaki Foundation anchor bolt of building and settlement correcting method of the building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012193546A (en) * 2011-03-16 2012-10-11 Building Research Institute Anchor bolt precedent yielding type drawing hardware, and earthquake strengthening method for large-scale wooden building using the same
KR20160085673A (en) * 2015-01-08 2016-07-18 김창겸 Anchor Bolt For Earthquake-Proof
KR101643841B1 (en) 2015-01-08 2016-07-28 김창겸 Anchor Bolt For Earthquake-Proof
CN114260720A (en) * 2021-12-24 2022-04-01 金中贸(常熟)机械科技有限公司 Foot margin subassembly of lathe base

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