JP2011132778A - Fastening metal - Google Patents

Fastening metal Download PDF

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JP2011132778A
JP2011132778A JP2009294962A JP2009294962A JP2011132778A JP 2011132778 A JP2011132778 A JP 2011132778A JP 2009294962 A JP2009294962 A JP 2009294962A JP 2009294962 A JP2009294962 A JP 2009294962A JP 2011132778 A JP2011132778 A JP 2011132778A
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plate
column
base
hole
pillar
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JP5711460B2 (en
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Norimine Okura
憲峰 大倉
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a fastening metal, used for installing a column on an upper surface of a ground sill with which the need for driving a drift pin into a side face of the column is eliminated, and esthetic appearance is improved. <P>SOLUTION: The fastening metal 11 includes: a plate 12 sandwiched at a boundary between the ground sill 32 and the column 33; a lower shaft 13, projecting downward, from the plate 12 and inserted into a fixing hole 37 formed in an upper surface of the ground sill 32; and an upper shaft 14 projecting upward from the plate 12 and inserted into a positioning hole 38 formed in a lower surface of the column 33. A lateral hole 16, allowing the drift pin 21 to be inserted is formed in the lower shaft 13. A plurality of engaging holes 17 are formed in the plate 12 so that coach screws 22 to be driven into the column 33 can be inserted. By fixing the fastening metal 11 to the column 33 by using the coach screws 22 in this manner, a need for forming a hole or the like in a side face of the column 33 is eliminated, need for driving a pin etc. is eliminated, and aesthetic appearance is improved, as only wood grain of the column 33 is visually recognized from the inside of a room. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、土台の上面に柱を据え付ける際に用いる締結金物に関する。   The present invention relates to a fastening hardware used when a column is installed on an upper surface of a base.

在来工法とも呼ばれる木造軸組工法は、柱や梁などの棒状の木材を組み合わせて建物の骨格を構築するもので、住宅などの建築方法として広く普及している。この工法は、建物の強度を確保するため、隣接する部材同士を強固に締結する必要があり、古くから部材にホゾや仕口を設けるなどの対策が講じられている。ただしホゾを加工することで断面欠損が生じるため、強度が低下する恐れがあるほか、加工精度が悪いと現地で調整作業が必要になるなど、幾つかの課題があり、最近では各種金物を使用して部材同士を締結することも多い。   A wooden frame construction method, also called a conventional construction method, is a construction method for building a skeleton by combining rod-shaped wood such as columns and beams, and is widely used as a construction method for houses. In this construction method, in order to secure the strength of the building, it is necessary to firmly fasten adjacent members, and measures such as providing a tenon or joint on the members have been taken for a long time. However, there are several problems, such as the fact that the cross-sectional defect is caused by processing the tenon, and there is a risk that the strength may decrease, and if the processing accuracy is poor, there are some problems such as requiring adjustment work on site, and recently, various hardware is used In many cases, the members are fastened together.

締結金物を使用して柱を土台に据え付ける際の構成例を図6に示す。部材同士を締結する締結金物は、目的に応じて様々な種類が存在しているが、この図のものは、金属板をコの字状に折り曲げた二枚の羽板に円断面のシャフトを溶接した形状であり、シャフトは、土台の上面に加工された固定孔に差し込まれ、さらに土台の側面に打ち込まれたドリフトピンによって、シャフトと土台が一体化する。また羽板は、柱の下部に加工された二列のスリットに差し込まれ、さらに柱の側面に打ち込まれたドリフトピンによって、羽板と柱が一体化する。このように、締結金物とドリフトピンを介して土台と柱を一体化することで、地震などによる外力が作用した場合でも、柱が土台から離脱することはない。   FIG. 6 shows a configuration example when the pillar is installed on the base using the fastening hardware. There are various types of fasteners that fasten members together, depending on the purpose. In this figure, a shaft with a circular cross section is attached to two slats that are bent in a U shape. The shaft has a welded shape, and the shaft is inserted into a fixing hole machined on the upper surface of the base, and the shaft and the base are integrated by a drift pin driven into the side surface of the base. The slats are inserted into two rows of slits machined in the lower part of the pillars, and the slats and the pillars are integrated by drift pins driven into the side surfaces of the pillars. In this way, by integrating the foundation and the pillar via the fastening hardware and the drift pin, the pillar will not be detached from the foundation even when an external force is applied due to an earthquake or the like.

土台に柱を据え付ける技術は、これまでにも様々な形態が開発されており、その例として以下の特許文献が挙げられる。文献1は、柱を高強度に固定することを目的としており、基礎と柱の間に固定金物を介在させている。固定金物は、土台の上面に載置されるベースプレートと、柱の下面に接触する支持プレートが、直立板を介して固定されている。また柱には、支持プレートから直立する取付プレートが差し込まれており、ドリフトピンによって柱と取付プレートが固定されている。次に文献2は、土台を挟んで基礎と柱を接合する際の施工性の改善を目的としており、基礎の上面に固定される下側接合具と、土台の中に差し込まれる上側接合具が、ネジによって着脱自在な構造になっており、現地での施工性に優れている。なお上側接合具の棒状接合部が柱の中に差し込まれており、ドリフトピンによって双方が一体化されている。   Various forms of techniques for mounting pillars on the foundation have been developed so far, and examples thereof include the following patent documents. Document 1 aims to fix the pillar with high strength, and a fixed hardware is interposed between the foundation and the pillar. In the fixed hardware, a base plate placed on the upper surface of the base and a support plate in contact with the lower surface of the pillar are fixed through an upright plate. A mounting plate that stands upright from the support plate is inserted into the column, and the column and the mounting plate are fixed by drift pins. Next, Document 2 aims to improve the workability when joining the foundation and the column across the foundation, and there is a lower joint fixed to the upper surface of the foundation and an upper joint inserted into the foundation. It has a structure that can be attached and detached with screws, and has excellent workability on site. In addition, the rod-shaped junction part of an upper side connector is inserted in the pillar, and both are integrated by the drift pin.

特開2002−115339号公報JP 2002-115339 A 特開2003−213799号公報JP 2003-213799 A

図6のように、締結金物を介して土台と柱を一体化する方法は、強度に優れ且つ現地での作業時間も短縮できるなど様々な利点がある。ただし図6に示す締結金物のほか、先の特許文献に開示された技術は、いずれも柱の側面にドリフトピンを打ち込んでおり、必然的にドリフトピンを打ち込むためのピン孔を柱に加工する必要がある。このピン孔は、建物が完成した際、壁やクロスなどで覆い隠され、室内から視認できないのが普通である。しかし和室については、伝統的に柱をそのまま見せることが多く、施工上の都合でピン孔やドリフトピンが室内から視認できる場合がある。   As shown in FIG. 6, the method of integrating the base and the pillar via the fastening hardware has various advantages such as excellent strength and shortening the work time at the site. However, in addition to the fastening hardware shown in FIG. 6, all of the techniques disclosed in the previous patent documents have driven the drift pin into the side surface of the column, and inevitably machine the pin hole for driving the drift pin into the column. There is a need. When the building is completed, the pin hole is usually covered with a wall or a cloth and cannot be seen from the room. However, for Japanese-style rooms, traditionally the pillars are often shown as they are, and pin holes and drift pins may be visible from the room due to construction reasons.

和室は自然な雰囲気を醸し出すため、木材や土壁や畳など天然由来のものが多数使用されており、本来ならば木目しか見えないはずの柱にドリフトピンが見えていると、居住者や来訪者に違和感を与える恐れがある。この点を解決するため、ドリフトピンを柱の内部に押し込んだ上、ピン孔の入り口に木材を詰め込むなどの対策を講じる場合がある。しかし詰め込まれた木材は、色彩や木目が周囲と微妙に異なることが多く、ピン孔の存在を完全に消し去ることは困難である。   In order to create a natural atmosphere in the Japanese-style room, many things of natural origin such as timber, clay walls and tatami mats are used. There is a risk of discomfort. In order to solve this problem, there are cases where measures are taken such as pushing the drift pin into the pillar and filling wood into the entrance of the pin hole. However, stuffed wood often has subtle differences in color and grain from the surroundings, making it difficult to completely eliminate the presence of pin holes.

本発明はこうした実情を基に開発されたもので、土台の上面に柱を据え付ける際に用い、柱の側面にドリフトピンを打ち込む必要がなく、美感の向上に寄与する締結金物の提供を目的としている。   The present invention was developed on the basis of such circumstances, and is used when installing a pillar on the upper surface of the base, and it is not necessary to drive a drift pin on the side of the pillar, and for the purpose of providing a fastening hardware that contributes to an improvement in aesthetics. Yes.

前記の課題を解決するための請求項1記載の発明は、土台と柱との境界に挟み込まれるプレートと、該プレートから下方に突出して土台上面の固定孔に差し込まれる下部シャフトと、前記プレートから上方に突出して柱下面の位置決め穴に差し込まれる上部シャフトと、からなり、前記下部シャフトには、土台の側面に打ち込まれるドリフトピンを挿通するための横孔を備えており、且つ前記プレートには、柱の下面にねじ込まれるコーチスクリューを挿通するための係止孔を複数備えていることを特徴とする締結金物である。   The invention according to claim 1 for solving the above-described problem is a plate that is sandwiched between the boundary between the base and the pillar, a lower shaft that protrudes downward from the plate and is inserted into a fixing hole on the top surface of the base, and the plate. An upper shaft that protrudes upward and is inserted into a positioning hole on the lower surface of the column, and the lower shaft has a lateral hole for inserting a drift pin that is driven into the side surface of the base, and the plate has A fastening hardware comprising a plurality of locking holes for inserting a coach screw to be screwed into the lower surface of the column.

本発明による締結金物は、柱を土台に据え付けるために使用され、プレートと下部シャフトと上部シャフトで構成される。プレートは、土台の上面と柱の下面との間に挟み込まれる金属板であり、締結される柱の断面にほぼ等しい矩形状、または柱の断面よりも小さい円盤状である。   The fastening hardware according to the present invention is used to install a pillar on a base and is composed of a plate, a lower shaft, and an upper shaft. The plate is a metal plate sandwiched between the upper surface of the base and the lower surface of the column, and has a rectangular shape substantially equal to the cross section of the column to be fastened or a disk shape smaller than the cross section of the column.

下部シャフトは、プレートの下面中央から突出する円断面の金属棒であり、土台の上面に加工された固定孔に差し込まれる。固定孔は、土台の製材段階で柱の据え付け位置に加工され、その直径は下部シャフトと同じであり、しかも下部シャフトの全体を差し込めるだけの長さが必要である。また固定孔に差し込まれた下部シャフトは、ドリフトピンによって土台と一体化される。そのため下部シャフトの側周面には、ドリフトピンを挿通するための横孔が形成してあり、土台にも横孔と同心となる位置にあらかじめピン孔を加工しておく。   The lower shaft is a circular metal bar protruding from the center of the lower surface of the plate, and is inserted into a fixed hole machined on the upper surface of the base. The fixing hole is processed at the mounting position of the column at the base lumbering stage, and the diameter thereof is the same as that of the lower shaft, and it is necessary to have a length enough to insert the entire lower shaft. The lower shaft inserted into the fixing hole is integrated with the base by the drift pin. Therefore, a lateral hole for inserting the drift pin is formed on the side peripheral surface of the lower shaft, and the pin hole is processed in advance in the base at a position concentric with the lateral hole.

上部シャフトは、プレートの上面中央から突出する円断面の金属棒であり、柱の下面に加工された位置決め穴に差し込まれる。位置決め穴も、柱の製材段階で加工され、その直径は上部シャフトと同じであり、しかも上部シャフトの全体を差し込めるだけの長さが必要である。なお上部シャフトは、単に位置決め穴に差し込まれるだけであり、柱の引き抜きを防止する機能は備えていない。   The upper shaft is a circular metal bar protruding from the center of the upper surface of the plate, and is inserted into a positioning hole formed in the lower surface of the column. The positioning hole is also processed at the lumbering stage of the column, and the diameter thereof is the same as that of the upper shaft, and the length of the entire upper shaft is required to be inserted. Note that the upper shaft is merely inserted into the positioning hole and does not have a function of preventing the column from being pulled out.

下部シャフトと上部シャフトは、構造上、同心に揃える必要はなく、また直径が異なっていても構わない。しかし実際の製品はコスト等を考慮して、プレートの中心に一本のシャフトを突き刺した上、シャフトとプレートを溶接で一体化するのが普通で、プレートを境として一方の側が上部シャフトになり、もう一方の側が下部シャフトになる。なお下部シャフトには横孔が形成されているため、溶接の際はプレートとシャフトの位相を確認する必要がある。   The lower shaft and the upper shaft do not need to be concentric in structure and may have different diameters. However, in consideration of cost etc., the actual product usually stabs a single shaft at the center of the plate and then integrates the shaft and the plate by welding, and one side becomes the upper shaft with the plate as a boundary. The other side becomes the lower shaft. Since the lower shaft has a horizontal hole, it is necessary to check the phase of the plate and the shaft during welding.

コーチスクリューは、締結金物と柱を一体化するために使用され、プレートから柱の下面に向けてねじ込まれる。したがってプレートには、コーチスクリューを挿通するための係止孔が形成してある。当然ながら係止孔は、コーチスクリューのネジ部分だけが通過できる内径で、頭部は挿通できない。なお本発明で使用するコーチスクリューは、作業性を考慮して、ネジ部分の外径が最大でも12mm程度を想定しており、一本だけでは強度を確保できない恐れがあり、係止孔は、等間隔で複数を形成する。実際の製品では、係止孔をできるだけ多数形成して、想定される引き抜き荷重に応じて使用するコーチスクリューの本数を調整する。そのほか、コーチスクリューの頭部をプレート内に収容するため、原則として係止孔の下面側には座グリ穴を設ける。   The coach screw is used to integrate the fastening hardware and the pillar, and is screwed from the plate toward the lower surface of the pillar. Therefore, the plate is formed with a locking hole for inserting the coach screw. Of course, the locking hole has an inner diameter through which only the screw portion of the coach screw can pass, and the head cannot be inserted. In addition, the coach screw used in the present invention assumes that the outer diameter of the screw portion is about 12 mm at the maximum in consideration of workability, and there is a possibility that the strength cannot be ensured with only one. A plurality is formed at equal intervals. In an actual product, as many locking holes as possible are formed, and the number of coach screws to be used is adjusted according to an assumed pull-out load. In addition, in order to accommodate the head of the coach screw in the plate, as a rule, a counterbore hole is provided on the lower surface side of the locking hole.

本発明品を用いて柱を据え付ける際は、まず柱の下面の位置決め穴に上部シャフトを差し込み、次に、プレートの係止孔から柱に向けてコーチスクリューをねじ込んで、プレートを柱の下面に密着させる。その後、土台の上面の固定孔に下部シャフトを差し込み、プレートを土台の上面に載置した後、土台の側面のピン孔にドリフトピンを打ち込み、土台と締結金物を一体化する。なおドリフトピンを打ち込むため、当然ながら土台のピン孔と下部シャフトの横孔は、同心に揃うよう配慮を要する。   When installing the column using the product of the present invention, first insert the upper shaft into the positioning hole on the lower surface of the column, then screw the coach screw from the locking hole of the plate toward the column, and place the plate on the lower surface of the column. Adhere closely. Thereafter, the lower shaft is inserted into the fixing hole on the upper surface of the base, and the plate is placed on the upper surface of the base. Then, the drift pin is driven into the pin hole on the side surface of the base, and the base and the fastening hardware are integrated. In order to drive the drift pin, it is natural that care must be taken so that the pin hole in the base and the horizontal hole in the lower shaft are aligned concentrically.

このように、締結金物とドリフトピンとコーチスクリューを介して土台と柱を一体化することで、柱の側面には、ドリフトピンを打ち込むためのピン孔を加工する必要がない。そのため本発明品を利用して和室に配置される柱を据え付けると、柱の側面には木目だけ展開することになり、美感に優れている。   Thus, by integrating the base and the column via the fastening hardware, the drift pin, and the coach screw, it is not necessary to process a pin hole for driving the drift pin on the side surface of the column. Therefore, when a column placed in a Japanese-style room is installed using the product of the present invention, only the grain is developed on the side of the column, which is excellent in aesthetics.

なおプレートは、土台の上面と柱の下面に挟み込まれるため、施工後もプレートの側面は外気にさらされることになる。そのため、使用環境によってはプレートの側面に結露が発生して、最悪の場合、土台や柱を腐食させる恐れがある。このような事態を防止するため、結露が予想される箇所では、プレートを円盤状として、さらに土台の上面または柱の下面に抜き穴を加工して、全体を土台や柱の中に埋め込むといった対策を講じる。   Since the plate is sandwiched between the upper surface of the base and the lower surface of the pillar, the side surface of the plate is exposed to the outside air even after construction. For this reason, depending on the use environment, condensation may occur on the side surface of the plate, and in the worst case, the foundation and the pillar may be corroded. In order to prevent such a situation, in the place where condensation is expected, the plate is shaped like a disk, and a hole is drilled in the upper surface of the foundation or the lower surface of the pillar, and the whole is embedded in the foundation or pillar. Take.

請求項1記載の発明のように、土台に差し込まれる下部シャフトと、柱に差し込まれる上部シャフトと、コーチスクリューを挿通する係止孔を有するプレートと、からなる締結金物を用いて、土台と柱を締結することで、ドリフトピンを打ち込むためのピン孔を柱の側面に加工する必要がない。したがって、この締結金物を和室の柱の据え付けに使用すると、柱の側面には穴やピンなどの異物が一切存在せず、室内から柱を見た場合、木目だけが視認可能で、美感を損ねることなく自然な雰囲気を醸し出し、居住者や来訪者の満足度を高めることができる。   As in the first aspect of the invention, the base and the pillar are formed by using a fastening hardware including a lower shaft inserted into the base, an upper shaft inserted into the pillar, and a plate having a locking hole through which the coach screw is inserted. By fastening, there is no need to process the pin hole for driving the drift pin on the side surface of the column. Therefore, if this fastener is used to install a Japanese-style pillar, there will be no foreign objects such as holes or pins on the side of the pillar, and only the grain will be visible when the pillar is viewed from the room, detracting from aesthetics. A natural atmosphere can be created without increasing the satisfaction of residents and visitors.

本発明による締結金物の構成とその使用例を示す斜視図である。It is a perspective view which shows the structure of the fastening hardware by this invention, and its usage example. 図1に示す土台と柱を一体化した状態の斜視図である。It is a perspective view of the state which integrated the base and pillar shown in FIG. 図2の状態の平面図と中央部の縦断面図である。It is the top view of the state of FIG. 2, and the longitudinal cross-sectional view of the center part. プレートが円盤状である締結金物の構成とその使用例を示す斜視図である。It is a perspective view which shows the structure and its usage example of the fastening hardware with a plate-shaped plate. 図4に示す土台と柱を一体化した状態の斜視図と、その中央部の縦断面図である。It is the perspective view of the state which integrated the base and pillar shown in FIG. 4, and the longitudinal cross-sectional view of the center part. 柱を土台に据え付ける際に用いる一般的な締結金物の形状例を示す斜視図である。It is a perspective view which shows the example of a shape of the general fastening hardware used when installing a pillar on a base.

図1は、本発明による締結金物11の構成とその使用例を示している。締結金物11は、柱33を土台32に据え付けるために使用され、正方形状のプレート12の中心に円断面のシャフトが串刺しされた形状で、プレート12から上方に突出する側を上部シャフト14、下方に突出する側を下部シャフト13と称するものとする。なおプレート12は、柱33の横断面と同じ大きさであり、柱33を据え付けた状態において、プレート12が柱33の側面から飛び出すことはない。   FIG. 1 shows a configuration of a fastener 11 according to the present invention and an example of its use. The fastening hardware 11 is used to mount the pillar 33 to the base 32, and has a shape in which a shaft having a circular cross section is skewered at the center of the square plate 12, and the side protruding upward from the plate 12 is the upper shaft 14 and the lower side. The side protruding in the direction is referred to as the lower shaft 13. The plate 12 has the same size as the cross section of the pillar 33, and the plate 12 does not jump out from the side surface of the pillar 33 in a state where the pillar 33 is installed.

土台32には、下部シャフト13を差し込むための固定孔37があけられている。固定孔37は、設計図に基づいて柱33の据え付け位置に加工され、土台32の下面まで貫通しており、その直径は下部シャフト13と等しい。したがって差し込みの際は、締結金物11をカナヅチなどでたたけばよく、再度の削り込みは不要で、作業時間が長引くことはない。さらに下部シャフト13と土台32は、ドリフトピン21を介して一体化される。下部シャフト13には、ドリフトピン21を挿通するための横孔16が上下に二個形成され、対する土台32の側面には、固定孔37と交差して反対面に到達するピン孔36が、所定の位置に二個加工されている。なお下部シャフト13を土台32に差し込んだ後、ドリフトピン21を打ち込む際は、ピン孔36と横孔16を同心に揃えておく。ピン孔36については、打ち込まれたドリフトピン21が摩擦だけで保持可能な内径にする必要がある。   A fixing hole 37 for inserting the lower shaft 13 is formed in the base 32. The fixing hole 37 is processed at the installation position of the pillar 33 based on the design drawing and penetrates to the lower surface of the base 32, and the diameter thereof is equal to that of the lower shaft 13. Therefore, when inserting, it is only necessary to tap the fastening hardware 11 with a pinch or the like, and no recutting is required, so that the work time is not prolonged. Further, the lower shaft 13 and the base 32 are integrated via the drift pin 21. The lower shaft 13 is formed with two horizontal holes 16 for inserting the drift pin 21 up and down, and a pin hole 36 that crosses the fixing hole 37 and reaches the opposite surface is formed on the side surface of the base 32. Two are processed at a predetermined position. When the drift pin 21 is driven after the lower shaft 13 is inserted into the base 32, the pin hole 36 and the lateral hole 16 are concentrically aligned. The pin hole 36 needs to have an inner diameter that allows the driven drift pin 21 to be held only by friction.

柱33の下面中央には、上部シャフト14を差し込むための位置決め穴38があけられている。位置決め穴38は、上部シャフト14の全体を差し込み可能な深さが確保され、その直径は上部シャフト14と等しい。したがって下部シャフト13と同様、差し込み作業が長引くことはない。なお上部シャフト14は柱33に差し込まれるだけであり、そのままの状態では、柱33は容易に引き抜き可能である。   A positioning hole 38 for inserting the upper shaft 14 is formed in the center of the lower surface of the column 33. The positioning hole 38 has a depth that allows the entire upper shaft 14 to be inserted, and has a diameter equal to that of the upper shaft 14. Therefore, like the lower shaft 13, the insertion work is not prolonged. The upper shaft 14 is only inserted into the pillar 33, and the pillar 33 can be easily pulled out in the state as it is.

締結金物11と柱33は、コーチスクリュー22で一体化される。コーチスクリュー22は一般の木ネジよりも大きめのもので、ネジ部分の外径が6mmから16mm程度のものが広く普及しており、通常は下孔を加工することなくねじ込みができる。本発明では柱33の引き抜けを防止するため、ネジ部分の外径が10mm程度のものを複数本使用する必要があり、プレート12には、コーチスクリュー22のネジ部分を挿通可能な係止孔17を等間隔で六個形成してある。さらにプレート12の下面側には、コーチスクリュー22の頭部を収容するため、係止孔17の内径を拡大した座グリ穴18を形成している(図右上の上下反転させた締結金物11を参照)。そのほかコーチスクリュー22は、原則として全ての係止孔17に差し込むが、荷重条件が緩い柱33の場合、一部の差し込みを省略してもよい。   The fastening hardware 11 and the pillar 33 are integrated by the coach screw 22. The coach screw 22 is larger than a general wood screw, and a screw portion having an outer diameter of about 6 mm to 16 mm is widely used, and can usually be screwed without processing a pilot hole. In the present invention, in order to prevent the pillar 33 from being pulled out, it is necessary to use a plurality of screw portions having an outer diameter of about 10 mm, and the plate 12 has a locking hole through which the screw portion of the coach screw 22 can be inserted. Sixteen 17 are formed at equal intervals. Further, on the lower surface side of the plate 12, in order to accommodate the head of the coach screw 22, a counterbore hole 18 in which the inner diameter of the locking hole 17 is enlarged is formed (the fastening hardware 11 turned upside down in the upper right of the figure). reference). In addition, the coach screw 22 is inserted into all the locking holes 17 in principle, but in the case of the pillar 33 having a loose load condition, a part of the insertion may be omitted.

本発明による締結金物11は、柱33と基礎コンクリート31を直接一体化することはできない。ただし土台32は、アンカーボルト25を介して基礎コンクリート31と一体化しており、柱33が基礎コンクリート31から離脱することはない。アンカーボルト25は、基礎コンクリート31の上面から突出して土台32の中を貫通しており、その先端に大径のワッシャ27を差し込んでナット26を締め上げると、土台32は基礎コンクリート31と一体化する。   The fastening hardware 11 according to the present invention cannot directly integrate the pillar 33 and the foundation concrete 31. However, the base 32 is integrated with the foundation concrete 31 via the anchor bolts 25, and the pillar 33 does not leave the foundation concrete 31. The anchor bolt 25 protrudes from the upper surface of the foundation concrete 31 and penetrates the foundation 32. When the large diameter washer 27 is inserted into the tip of the anchor bolt 25 and the nut 26 is tightened, the foundation 32 is integrated with the foundation concrete 31. To do.

図2は、図1に示す土台32と柱33を一体化した状態である。土台32の上面にはプレート12が載置され、また下部シャフト13にはドリフトピン21が打ち込まれており、締結金物11は土台32と一体化している。さらに上部シャフト14は、柱33の位置決め穴38に差し込まれており、またプレート12から柱33に向けてコーチスクリュー22がねじ込まれており、締結金物11は柱33とも一体化している。このように、土台32の上面にはプレート12の側面が見えているものの、柱33の側面には、ピンなどを打ち込む必要がなく、木目だけが視認できる状態となり、柱33を和室に用いた場合でも、自然な雰囲気を損ねることがない。なお施工の際は、まずプレート12を柱33の下面に接触させてコーチスクリュー22をねじ込み、その後、下部シャフト13を土台32に差し込んでドリフトピン21を打ち込む。   FIG. 2 shows a state in which the base 32 and the pillar 33 shown in FIG. 1 are integrated. The plate 12 is placed on the upper surface of the base 32, and the drift pin 21 is driven into the lower shaft 13, and the fastening hardware 11 is integrated with the base 32. Further, the upper shaft 14 is inserted into the positioning hole 38 of the column 33, and the coach screw 22 is screwed from the plate 12 toward the column 33, and the fastening hardware 11 is also integrated with the column 33. Thus, although the side surface of the plate 12 can be seen on the upper surface of the base 32, it is not necessary to drive a pin or the like on the side surface of the pillar 33, and only the grain is visible, and the pillar 33 is used for the Japanese-style room. Even in this case, the natural atmosphere is not impaired. At the time of construction, first, the plate 12 is brought into contact with the lower surface of the pillar 33 to screw the coach screw 22, and then the lower shaft 13 is inserted into the base 32 to drive the drift pin 21.

図3は、図2の状態の平面図と中央部の縦断面図である。土台32に加工された固定孔37は、上下面を貫通しており、ここに差し込まれる下部シャフト13は、ドリフトピン21が挿通されることを考慮して、土台32の高さとほぼ等しい長さとなっている。対する柱33の位置決め穴38に差し込まれる上部シャフト14は、柱33が水平方向に移動しないよう拘束できればよいため、やや短くなっており、位置決め穴38もこれに応じた深さとなっている。なおプレート12は、金属板を切り出して製造され、また下部シャフト13と上部シャフト14は一本の金属製の丸棒であり、この丸棒をプレート12に突き刺して双方を溶接で一体化している。   FIG. 3 is a plan view of the state of FIG. 2 and a longitudinal sectional view of the central portion. The fixing hole 37 processed in the base 32 penetrates the upper and lower surfaces, and the lower shaft 13 inserted therein has a length substantially equal to the height of the base 32 in consideration of the insertion of the drift pin 21. It has become. Since the upper shaft 14 inserted into the positioning hole 38 of the column 33 is only required to be restrained so that the column 33 does not move in the horizontal direction, the upper shaft 14 is slightly shortened, and the positioning hole 38 has a depth corresponding thereto. The plate 12 is manufactured by cutting out a metal plate, and the lower shaft 13 and the upper shaft 14 are one metal round bar. The round bar is inserted into the plate 12 and both are integrated by welding. .

プレート12から柱33にねじ込まれるコーチスクリュー22は、その頭部がプレート12の座グリ穴18に収容されており、土台32とは接触していない。またコーチスクリュー22は、強度を確保するため六本使用され、これを差し込むための係止孔17が等間隔で形成してある。そのほか土台32は、アンカーボルト25を介して基礎コンクリート31の上面に固定されている。基礎コンクリート31の上面から突出するアンカーボルト25は、土台32に加工されたアンカー孔35に差し込まれており、その先端にナット26を螺合させている。なおナット26の締め付けによる土台32の変形を防止するため、ナット26と土台32の間にワッシャ27を介在させている。   The head of the coach screw 22 screwed into the column 33 from the plate 12 is accommodated in the counterbore hole 18 of the plate 12 and is not in contact with the base 32. Further, six coach screws 22 are used to ensure strength, and locking holes 17 for inserting these are formed at equal intervals. In addition, the base 32 is fixed to the upper surface of the foundation concrete 31 via the anchor bolts 25. The anchor bolt 25 protruding from the upper surface of the foundation concrete 31 is inserted into an anchor hole 35 formed in the base 32, and a nut 26 is screwed to the tip thereof. A washer 27 is interposed between the nut 26 and the base 32 in order to prevent the base 32 from being deformed by tightening the nut 26.

図4は、プレート12が円盤状である締結金物11の構成とその使用例を示している。図1のプレート12は正方形状だが、本図のように円盤状とすることもある。プレート12を矩形状とすると、図2のように施工後も土台32と柱33との境界にプレート12の側面が露出して、温度変化で結露が発生することがある。そこで、プレート12を柱33の横断面よりも小さい円盤状として、柱33の下面にプレート12を収容する抜き穴39を加工すると、プレート12全体を柱33の中に埋め込むことができる。なお抜き穴39は、円断面以外の矩形断面でも構わないが、加工を考慮すると円断面が最適であり、またプレート12は、コーチスクリュー22を差し込むため、ある程度の面積が必要となり、抜き穴39とほぼ等しい直径としている。   FIG. 4 shows a configuration of the fastening hardware 11 in which the plate 12 has a disk shape and an example of its use. Although the plate 12 in FIG. 1 is square, it may be disk-shaped as shown in the figure. If the plate 12 is rectangular, the side surface of the plate 12 may be exposed at the boundary between the base 32 and the pillar 33 even after construction as shown in FIG. 2, and condensation may occur due to temperature changes. Therefore, if the plate 12 is shaped like a disk smaller than the cross section of the pillar 33 and the punching hole 39 for accommodating the plate 12 is processed on the lower surface of the pillar 33, the entire plate 12 can be embedded in the pillar 33. The punched hole 39 may be a rectangular cross section other than the circular cross section, but the circular cross section is optimal in consideration of processing, and the plate 12 requires a certain area because the coach screw 22 is inserted. The diameter is almost the same.

図5は、図4に示す土台32と柱33を一体化した状態と、その中央部の縦断面である。このように、プレート12を含む締結金物11の全体は、土台32と柱33の中に埋め込まれており、結露の発生を防止している。この形態は抜き穴39を加工する手間が増えるものの、温度変化が激しい場所や、慢性的に湿度が高い場所で優れた効果を発揮して、建物の信頼性が向上する。なお抜き穴39の深さとプレート12の厚さを一致させることで、柱33に作用する垂直荷重の一部は、プレート12を介して土台32に伝達していく。   FIG. 5 shows a state in which the base 32 and the pillar 33 shown in FIG. 4 are integrated, and a longitudinal section of the central portion thereof. In this way, the entire fastening hardware 11 including the plate 12 is embedded in the base 32 and the pillar 33 to prevent the occurrence of condensation. Although this form increases the labor for processing the punched holes 39, it exhibits excellent effects in places where the temperature changes drastically or in places where the humidity is chronically high, thereby improving the reliability of the building. By making the depth of the punched hole 39 and the thickness of the plate 12 coincide with each other, a part of the vertical load acting on the column 33 is transmitted to the base 32 through the plate 12.

11 締結金物
12 プレート
13 下部シャフト
14 上部シャフト
16 横孔
17 係止孔
18 座グリ穴
21 ドリフトピン
22 コーチスクリュー
25 アンカーボルト
26 ナット
27 ワッシャ
31 基礎コンクリート
32 土台
33 柱
35 アンカー孔
36 ピン孔
37 固定孔
38 位置決め穴
39 抜き穴
11 Fastening metal 12 Plate 13 Lower shaft 14 Upper shaft 16 Horizontal hole 17 Locking hole 18 Counterbore hole 21 Drift pin 22 Coach screw 25 Anchor bolt 26 Nut 27 Washer 31 Foundation concrete 32 Base 33 Pillar 35 Anchor hole 36 Pin hole 37 Fixed Hole 38 Positioning hole 39 Hole

Claims (1)

土台(32)と柱(33)との境界に挟み込まれるプレート(12)と、該プレート(12)から下方に突出して土台(32)上面の固定孔(37)に差し込まれる下部シャフト(13)と、前記プレート(12)から上方に突出して柱(33)下面の位置決め穴(38)に差し込まれる上部シャフト(14)と、からなり、
前記下部シャフト(13)には、土台(32)の側面に打ち込まれるドリフトピン(21)を挿通するための横孔(16)を備えており、且つ前記プレート(12)には、柱(33)の下面にねじ込まれるコーチスクリュー(22)を挿通するための係止孔(17)を複数備えていることを特徴とする締結金物。
A plate (12) sandwiched between the boundary of the base (32) and the pillar (33), and a lower shaft (13) protruding downward from the plate (12) and inserted into a fixing hole (37) on the upper surface of the base (32) And an upper shaft (14) protruding upward from the plate (12) and inserted into a positioning hole (38) on the lower surface of the column (33),
The lower shaft (13) has a horizontal hole (16) for inserting a drift pin (21) driven into the side surface of the base (32), and the plate (12) has a column (33). A fastening hardware comprising a plurality of locking holes (17) for inserting a coach screw (22) to be screwed into the lower surface of).
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018131820A (en) * 2017-02-15 2018-08-23 義憲 大倉 Joint

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5774450A (en) * 1980-10-28 1982-05-10 Riyouzou Yao Construction method for preventing partial settlement of wooden building due to wear and tear of wood foundation
JPS59195957A (en) * 1983-04-18 1984-11-07 八尾 良蔵 Building construction method for preventing partial sinking due to consumption deterioration of wood foundation of wood building
JPH03281846A (en) * 1990-03-29 1991-12-12 Kenji Iwawaki Joint-reinforcing hardware for wooden building
JP2005098036A (en) * 2003-09-26 2005-04-14 Sekisui House Ltd Joining structure for wood member

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5774450A (en) * 1980-10-28 1982-05-10 Riyouzou Yao Construction method for preventing partial settlement of wooden building due to wear and tear of wood foundation
JPS59195957A (en) * 1983-04-18 1984-11-07 八尾 良蔵 Building construction method for preventing partial sinking due to consumption deterioration of wood foundation of wood building
JPH03281846A (en) * 1990-03-29 1991-12-12 Kenji Iwawaki Joint-reinforcing hardware for wooden building
JP2005098036A (en) * 2003-09-26 2005-04-14 Sekisui House Ltd Joining structure for wood member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018131820A (en) * 2017-02-15 2018-08-23 義憲 大倉 Joint

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