JP2009215770A - Sill structure and sill receiving member of concrete foundation - Google Patents

Sill structure and sill receiving member of concrete foundation Download PDF

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JP2009215770A
JP2009215770A JP2008060014A JP2008060014A JP2009215770A JP 2009215770 A JP2009215770 A JP 2009215770A JP 2008060014 A JP2008060014 A JP 2008060014A JP 2008060014 A JP2008060014 A JP 2008060014A JP 2009215770 A JP2009215770 A JP 2009215770A
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base
receiving member
foundation
concrete foundation
sill
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JP5296397B2 (en
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Shinichiro Hirose
進一郎 廣瀬
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a sill structure of a new concrete foundation which not only extremely easily and positively secures the horizontality of a top surface of a sill with favorable accuracy but also is economical and achieved in complete underfloor ventilation, and to provide a sill receiving member of the concrete foundation. <P>SOLUTION: The wooden sill 11 is made to penetrate screw rods 20, 21 protruding from an upper surface 10a of the concrete foundation 10, and held on the foundation. In the sill structure, the sill receiving member 30 having a receiving seat surface 30a on a lower side 11b of the wooden sill 11 is screwed to the screw rods 20, 21, and the wooden sill 11 is held between fastening nuts 40 on an upper surface 11a of the sill and the sill receiving members. <P>COPYRIGHT: (C)2009,JPO&amp;INPIT

Description

この発明は、建築物の土台構造に関し、特にはコンクリート基礎の上面から突出するねじ棒に対して木製土台を貫通保持する構造と、該構造に使用される土台受け部材に関する。   The present invention relates to a building foundation structure, and more particularly to a structure for penetrating and holding a wooden foundation with respect to a screw rod protruding from the upper surface of a concrete foundation, and a foundation receiving member used in the structure.

木造住宅等の建築物の土台構造では、当該建築物の荷重を安定して支えるために地盤上に布基礎と呼ばれるコンクリート基礎が敷設される。そして、このコンクリート基礎の上面に建築物の木製土台が設置される。この木製土台の設置は、コンクリート基礎内に埋設され基礎上面から突出するアンカーボルト等のねじ棒を木製土台に貫設し、木製土台上面で締付ナットを螺着してなされる。   In the foundation structure of a building such as a wooden house, a concrete foundation called a cloth foundation is laid on the ground in order to stably support the load of the building. And the wooden base of a building is installed in the upper surface of this concrete foundation. The wooden base is installed by inserting a screw rod such as an anchor bolt embedded in the concrete foundation and protruding from the upper surface of the foundation into the wooden base and screwing a tightening nut on the upper surface of the wooden base.

伝統的に行われているこの種の土台構造にあっては、図8に示すように、木製土台11の下面11bがコンクリート基礎10の上面10aに密接して固定される。この構造では、床下の換気の必要性から、コンクリート基礎の側面に通気口13が形成される。図において、符号20はアンカーボルト、40は締付ナット、41は座金、12は柱である。   In this type of foundation structure that is traditionally used, the lower surface 11b of the wooden foundation 11 is fixed in close contact with the upper surface 10a of the concrete foundation 10, as shown in FIG. In this structure, the vent hole 13 is formed on the side surface of the concrete foundation due to the necessity of ventilation under the floor. In the figure, reference numeral 20 is an anchor bolt, 40 is a tightening nut, 41 is a washer, and 12 is a pillar.

この土台構造では、木製土台11がコンクリート基礎10の上面(天端)10aに接することから、土台11の水平性を出すためには、コンクリート基礎上面10aを平滑にすることが必要で、通常レベラーと呼ばれる流動性の高いモルタルを流し込む作業が行われている(天端モルタル掛け工法)。しかしながら、基礎全周のすべての天端をモルタルの流し込みのみによって、要求される高さに水平を出すことは、手間や時間や費用をかけても物理的に困難で、スペーサ等による手直しをしているのが現状である。また、この構造では、木製土台11がコンクリート基礎10に接することにより腐朽しやすくなりシロアリ等の問題を発生するおそれがある。さらに、建物の荷重などによって通気口13の角部に経時的に亀裂Cを生ずることがしばしばあり、強度上の問題のみならず外観性も低下し補修などの必要がある。 In this foundation structure, since the wooden foundation 11 is in contact with the upper surface (top end) 10a of the concrete foundation 10, it is necessary to make the concrete foundation upper surface 10a smooth in order to obtain the horizontality of the foundation 11, and usually a leveler. The work which pours the high fluidity mortar called is called (the top mortar hanging construction method). However, it is physically difficult to level the required height only by pouring mortar over the entire circumference of the foundation, even if it takes effort, time, and expense. This is the current situation. Moreover, in this structure, when the wooden base 11 touches the concrete foundation 10, it becomes easy to decay and there exists a possibility of generating problems, such as a termite. In addition, cracks C often form over time at the corners of the air vent 13 due to the load of the building, etc., and not only the problem of strength but also the appearance is reduced, and repairs are necessary.

これに対して、図9に示すように、コンクリート基礎10の上面10aにパッキン材70を介装して木製土台11を設置する土台構造が知られている(基礎パッキン工法。例えば、特許文献1参照)。この土台構造では、コンクリート基礎10の上面10aと木製土台11の下面11bとの間にプラスチック等のパッキン材70が介在されるので、床下の通気性が確保され、前記の通気口を設ける必要がなくなり、木製土台の腐朽や通気口の亀裂等の問題は解消される。なお、図9において図8と同一符号は同一部材を表す。   On the other hand, as shown in FIG. 9, a foundation structure is known in which a wooden foundation 11 is installed on a top surface 10a of a concrete foundation 10 with a packing material 70 interposed therebetween (a foundation packing method, for example, Patent Document 1). reference). In this foundation structure, since the packing material 70 such as plastic is interposed between the upper surface 10a of the concrete foundation 10 and the lower surface 11b of the wooden foundation 11, it is necessary to ensure air permeability under the floor and to provide the vent hole. This eliminates problems such as decay of the wooden base and cracks in the vents. 9, the same reference numerals as those in FIG. 8 represent the same members.

しかしながら、このパッキン材70を介装する土台構造では、多数のパッキン材を敷設する必要があるばかりでなく、コンクリート基礎10aの上面に接する形でパッキン材70が配置されるため、土台11の水平性を出すためには、前記と同様に、コンクリート基礎上面10aの凹凸により、厚みの異なる複数種類のパッキン材を用いたり、あるいはパッキン材の厚みを調整したりする必要があり、煩雑であるばかりか、精度の高い水平度を出すことは困難であった。
特開2002−276042号公報
However, in the base structure in which the packing material 70 is interposed, not only is it necessary to lay a large number of packing materials, but also the packing material 70 is arranged in contact with the upper surface of the concrete foundation 10a. In order to improve the properties, it is necessary to use a plurality of types of packing materials having different thicknesses or to adjust the thickness of the packing materials due to the unevenness of the concrete foundation upper surface 10a, as described above, which is complicated. However, it was difficult to achieve a high level of accuracy.
JP 2002-276042 A

この発明は前記の点に鑑みなされたものであり、極めて簡単かつ容易に、土台天面の水平度を精度よく確実に確保できるばかりでなく、経済的であり、さらには床下換気も完全になされる新規なコンクリート基礎の土台構造及び土台受け部材を提供するものである。   The present invention has been made in view of the above points, and is extremely simple and easy, not only can ensure the levelness of the top surface of the foundation accurately and reliably, but also is economical, and underfloor ventilation is also completely achieved. A new concrete foundation foundation structure and foundation receiving member are provided.

すなわち、請求項1の発明は、コンクリート基礎の上面から突出するねじ棒に対して木製土台を貫通保持する構造であって、前記木製土台の下面側において受け座面を有する土台受け部材が前記ねじ棒に螺着され、前記木製土台が上面側の締付ナットとの間で保持されていることを特徴とするコンクリート基礎の土台構造に係る。   That is, the invention of claim 1 is a structure in which a wooden base is penetrated and held with respect to a screw rod protruding from the upper surface of the concrete foundation, and the base receiving member having a receiving seat surface on the lower surface side of the wooden base is the screw. The concrete foundation is characterized in that it is screwed to a bar and the wooden foundation is held between a clamping nut on the upper surface side.

請求項2の発明は、前記ねじ棒がアンカーボルト又はホールダウン金物用のねじ棒である請求項1に記載のコンクリート基礎の土台構造に係る。   The invention according to claim 2 relates to the concrete foundation structure according to claim 1, wherein the screw rod is an anchor bolt or a screw rod for hole-down hardware.

請求項3の発明は、前記土台受け部材とコンクリート基礎との間にモルタルが充填されている請求項1又は2に記載のコンクリート基礎の土台構造に係る。   Invention of Claim 3 concerns on the foundation structure of the concrete foundation of Claim 1 or 2 with which the mortar was filled between the said foundation receiving member and the concrete foundation.

また、請求項4の発明は、受け座面と、前記受け座面の中央部に形成されたねじ穴部と、前記受け座面の側面部に形成された回動用治具の係止部と係合するための係合部とを有することを特徴とする土台受け部材に係る。   According to a fourth aspect of the present invention, there is provided a receiving seat surface, a screw hole formed in a central portion of the receiving seat surface, and a locking portion of a turning jig formed in a side surface portion of the receiving seat surface. The present invention relates to a base receiving member having an engaging portion for engaging.

請求項5の発明は、材質が金属又はプラスチックよりなる請求項4に記載の土台受け部材に係る。   The invention according to claim 5 relates to the base receiving member according to claim 4, wherein the material is made of metal or plastic.

請求項6の発明は、前記受け座面に貫通部が形成されている請求項4又は5に記載の土台受け部材に係る。   The invention according to claim 6 relates to the base receiving member according to claim 4 or 5, wherein a through-hole is formed in the receiving seat surface.

請求項7の発明は、前記受け座面の平面形状が円形であり、受け座面の側面円周部に回動用治具の突起部と係合するための複数の係合部を有する請求項4ないし6のいずれか1項に記載の土台受け部材に係る。   According to a seventh aspect of the present invention, the planar shape of the receiving seat surface is circular, and a plurality of engaging portions are provided on the side surface circumferential portion of the receiving seat surface for engaging with the protrusions of the turning jig. It concerns on the foundation receiving member of any one of 4 thru | or 6.

請求項8の発明は、前記受け座面の平面形状が正多角形であり、その各側面部が回動用治具と係合するための係合面として形成された請求項4ないし6のいずれか1項に記載の土台受け部材に係る。   According to an eighth aspect of the present invention, in any one of the fourth to sixth aspects, the planar shape of the receiving seat surface is a regular polygon, and each side surface portion is formed as an engaging surface for engaging with a turning jig. It relates to the foundation receiving member described in item 1.

請求項1の発明は、コンクリート基礎の上面から突出するねじ棒に対して木製土台を貫通保持する構造であって、前記木製土台の下面側において受け座面を有する土台受け部材が前記ねじ棒に螺着され、前記木製土台が上面側の締付ナットとの間で保持されているものであるから、土台受け部材の螺着位置を調整することによって、極めて簡単かつ容易に短時間に、土台天面の水平度を精度よく確実に確保することができる。のみならず、コンクリート基礎上面の平滑性を出すための作業を要せず、ねじ棒に土台受け部材を螺着するだけであるから、材料的にも工法的にも極めて経済的であり、さらにはコンクリート基礎の上面と木製土台とが接しないので、床下換気が完全になされる。加えて、木製土台の貫通保に際しては、木製土台が一定間隔で下面側で土台受け部材に上面側で締付ナットによって緊締されるので、木材の歪みがなくなり(木材のムラ取りが自動的になされる)真っ直ぐになるという利点がある。なお、土台受け部材を埋設しない場合には、建物が完成した後であっても、いつでも必要により土台の高さ調整が可能である。   The invention of claim 1 is a structure in which a wooden base is penetrated and held with respect to a screw rod protruding from the upper surface of a concrete foundation, and a base receiving member having a receiving seat surface on the lower surface side of the wooden base is provided on the screw rod. Since the wooden base is screwed and held between the clamping nuts on the upper surface side, the base can be very easily and easily adjusted in a short time by adjusting the screwing position of the base receiving member. The level of the top surface can be ensured accurately and reliably. In addition, it does not require the work to bring out the smoothness of the upper surface of the concrete foundation, and only screws the base receiving member onto the screw rod, so it is extremely economical both in terms of material and construction. Since the upper surface of the concrete foundation does not contact the wooden base, ventilation under the floor is completely achieved. In addition, when penetrating the wooden base, the wooden base is fastened to the base receiving member at the lower surface side at regular intervals by the tightening nut on the upper surface side, so that there is no distortion of the wood (the unevenness of the wood is automatically removed). Has the advantage of being straightened. If the foundation receiving member is not embedded, the height of the foundation can be adjusted at any time even after the building is completed.

請求項2の発明は、請求項1において、前記ねじ棒がアンカーボルト又はホールダウン金物用のねじ棒であるから、従来の基礎工事や工法に使用されている部材をそのまま用いることができ、簡単かつ容易で、しかも経済的である。   The invention of claim 2 is the invention according to claim 1, wherein the screw rod is an anchor bolt or a screw rod for hole-down hardware, so that members used in conventional foundation work and construction methods can be used as they are. It is easy and economical.

請求項3の発明は、請求項1又は2において、前記土台受け部材とコンクリート基礎との間にモルタルが充填されているものであるから、強度上又は外観等の必要性に対して、簡単かつ容易にしかも経済的に対応することができる。   Since invention of Claim 3 is what is filled with mortar between the said foundation receiving member and concrete foundation in Claim 1 or 2, it is easy with respect to needs, such as intensity | strength or an external appearance, and It can be handled easily and economically.

また、請求項4の発明は、受け座面と、前記受け座面の中央部に形成されたねじ穴部と、前記受け座面の側面部に形成された回動用治具の係止部と係合するための係合部とを有することを特徴とする土台受け部材に係るものであるから、簡略な構造で製作上及び経済上の有利性がある。土台受け部材の高さ調節はねじによってなされるので、無段階で微妙な調整を精度良く簡単かつ容易に行える。   According to a fourth aspect of the present invention, there is provided a receiving seat surface, a screw hole formed in a central portion of the receiving seat surface, and a locking portion of a turning jig formed in a side surface portion of the receiving seat surface. Since the present invention relates to a base receiving member characterized by having an engaging portion for engaging, there is a manufacturing and economic advantage with a simple structure. Since the height of the base receiving member is adjusted by screws, fine adjustment can be performed easily and easily with no precision.

請求項5の発明は、請求項4において、材質が金属又はプラスチックよりなるものであるから、製造が簡単で製作上及び経済上の有利性がある。   The invention of claim 5 is that, in claim 4, the material is made of metal or plastic, so that it is easy to manufacture and is advantageous in terms of manufacture and economy.

請求項6の発明は、請求項4又は5において、前記受け座面に貫通部が形成されているものであるから、軽量化が可能であるばかりでなく、モルタル充填時には土台受け部材とモルタルとの結合力が向上する。   The invention of claim 6 is the invention according to claim 4 or 5, wherein a through-hole is formed in the receiving seat surface, so that not only can the weight be reduced, but also when the mortar is filled, the base receiving member and the mortar The bond strength of is improved.

請求項7の発明は、請求項4ないし6のいずれか1項において、前記受け座面の平面形状が円形であり、受け座面の側面円周部に回動用治具の突起部と係合するための複数の係合部を有するものであるから、製作が容易かつ経済的で、使い勝手がよく、実用的である。   A seventh aspect of the present invention is that, in any one of the fourth to sixth aspects, the planar shape of the receiving seat surface is circular, and the protrusion of the turning jig is engaged with a side circumferential portion of the receiving seat surface. Therefore, it is easy and economical to manufacture, is easy to use, and is practical.

請求項8の発明は、請求項4ないし6のいずれか1項において、前記受け座面の平面形状が正多角形であり、その各側面部が回動用治具と係合するための係合面として形成されたものであるから、製作が容易かつ経済的で、使い勝手がよく、実用的である。スパナ等の汎用工具の使用も可能である。   The invention according to claim 8 is the engagement according to any one of claims 4 to 6, wherein the planar shape of the seating surface is a regular polygon, and each side surface portion thereof engages with the turning jig. Since it is formed as a surface, it is easy and economical to manufacture, is easy to use, and is practical. A general-purpose tool such as a spanner can also be used.

以下添付の図面に従って、この発明の実施例を説明する。図1はこの発明のコンクリート基礎の土台構造の実施例を示す要部の断面図、図2はその一部の拡大断面図、図3は土台の高さ調整を行う状態を表す断面図、図4は土台構造の別の実施例を示す要部の断面図、図5は土台受け部材とその回動用治具の実施例を表す斜視図、図6は土台受け部材の他の実施例を表す斜視図、図7はさらに土台受け部材の別の実施例を表す斜視図である。   Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a cross-sectional view of an essential part showing an embodiment of a foundation structure of a concrete foundation of the present invention, FIG. 2 is an enlarged cross-sectional view of a part thereof, and FIG. 3 is a cross-sectional view showing a state in which the height of the base is adjusted, 4 is a cross-sectional view of the main part showing another embodiment of the base structure, FIG. 5 is a perspective view showing an embodiment of the base receiving member and its rotating jig, and FIG. 6 shows another embodiment of the base receiving member. FIG. 7 is a perspective view showing another embodiment of the base receiving member.

図1及びその要部拡大図である図2に示したように、この発明は、コンクリート基礎10内に埋設されてその上面10aから突出するねじ棒20,21に対して、木製土台11を貫通保持する構造に関する。この発明のコンクリート基礎の土台構造は、木製土台11の下面側11bにおいて、受け座面30aを有する土台受け部材30が前記ねじ棒20,21に螺着され、前記木製土台11が上面側11aの締付ナット40との間で保持されていることを特徴とする。図の符号14は木製土台の貫通孔である。   As shown in FIG. 1 and FIG. 2 which is an enlarged view of the main part, the present invention penetrates the wooden base 11 with respect to the screw rods 20 and 21 which are embedded in the concrete foundation 10 and protrude from the upper surface 10a. It relates to the structure to hold. In the foundation structure of the concrete foundation of the present invention, a base receiving member 30 having a receiving seat surface 30a is screwed to the screw rods 20 and 21 on the lower surface side 11b of the wooden base 11, and the wooden base 11 is formed on the upper surface side 11a. It is characterized by being held between the tightening nuts 40. Reference numeral 14 in the figure is a through hole of a wooden base.

図のように、土台受け部材30はねじ棒20,21に回動自在に螺着されるので、回動用治具による回動による高さ調整が可能である。図3は、土台11の高さ調整を行う状態を示し、同図における(b)が標準高さであるとすると、(a)は低いのでその土台受け部材30(30A)をねじ棒20(20A)に対して反時計回りt1に回して上昇させ、また(c)は高いのでその土台受け部材30(30C)をねじ棒20(20C)に対して時計回りt2に回して下降させて、土台11の天面11aの不陸を調整して水平保持を行う。調整完了後に、木製土台11の上面側11aの締付ナット40の緊締を行うことはいうまでもない。符号41は締付ナット40の座金である。 As shown in the figure, since the base receiving member 30 is rotatably attached to the screw rods 20 and 21, the height can be adjusted by turning with a turning jig. FIG. 3 shows a state in which the height of the base 11 is adjusted. If (b) in FIG. 3 is a standard height, since (a) is low, the base receiving member 30 (30A) is attached to the screw rod 20 ( 20A) is rotated counterclockwise t1 and raised, and (c) is high, so the base receiving member 30 (30C) is rotated clockwise t2 with respect to the screw rod 20 (20C) and lowered. Horizontal adjustment is performed by adjusting the unevenness of the top surface 11a of the base 11. Needless to say, after the adjustment is completed, the tightening nut 40 on the upper surface side 11a of the wooden base 11 is tightened. Reference numeral 41 denotes a washer for the tightening nut 40.

ねじ棒は、図示し請求項2の発明として規定したように、従来一般に用いられているアンカーボルト20又はホールダウン金物42用のねじ棒21を用いることができる。コンクリート基礎用のアンカーボルト20は、例えば、直径16mm、ねじピッチ2mmを有し、通常910mm間隔で立設されており、これを用いることが有利である。また、ホールダウン金物42用のねじ棒21はコンクリート基礎10と柱12脚部との緊締等に用いられもので、同じく直径16mm、ねじピッチ2mmである。図1に図示したホールダウン金物42に関して、43は柱12の側面12cへの取付板、44は取付ビス、45は取付板43と一体に形成されたねじ棒貫通部、46は締付ナット、47は座金である。 As the threaded rod, as shown in the invention defined in claim 2, the threaded rod 21 for the anchor bolt 20 or the hole-down hardware 42 generally used in the past can be used. The anchor bolt 20 for a concrete foundation has, for example, a diameter of 16 mm and a screw pitch of 2 mm, and is usually erected at intervals of 910 mm, and it is advantageous to use this. The screw rod 21 for the hole-down hardware 42 is used for tightening the concrete foundation 10 and the column 12 leg portion, and has a diameter of 16 mm and a screw pitch of 2 mm. 1, 43 is a mounting plate to the side surface 12c of the column 12, 44 is a mounting screw, 45 is a screw rod penetrating portion formed integrally with the mounting plate 43, 46 is a tightening nut, 47 is a washer.

なお図1の符号22で示すねじ棒は、土台11の端部用のねじ棒で、図のように隅柱12の下に位置する場合などには土台11を貫通せずに、土台受け部材30の受け座面30aのみで保持する場合もある。 1 is a screw rod for the end portion of the base 11, and when it is located under the corner pillar 12 as shown in the figure, the base 11 does not penetrate the base 11 and does not penetrate. In some cases, only 30 receiving seat surfaces 30a may be held.

図4は、請求項3の発明として規定したように、土台受け部材30(35)とコンクリート基礎10との間にモルタルMが充填された例である。土台受け部材30は、後述するように、その土台受け面30aにおいて木製土台11の荷重を十分に保持するように設計されるが、使用環境が過酷な場合や特に高い耐久性が求められる場合、あるいは材質等による強度上の要請、さらには外観等の必要性などに応じて、コンクリート基礎10との間にモルタルMを充填してもよい。モルタルMはこのような要請に対して、簡単かつ容易にしかも経済的に対応することができる。なお、モルタルMの充填は、土台11の不陸調整後に行うことはいうまでもない。図4の土台受け部材30(35)は、請求項6の発明として規定したもので、受け座面30aに貫通部39が形成されていて、モルタル充填時には土台受け部材35とモルタルMとの結合力が向上する。   FIG. 4 shows an example in which the mortar M is filled between the foundation receiving member 30 (35) and the concrete foundation 10 as defined in the invention of claim 3. As will be described later, the base receiving member 30 is designed to sufficiently hold the load of the wooden base 11 on the base receiving surface 30a, but when the use environment is severe or particularly high durability is required, Alternatively, the mortar M may be filled between the concrete foundation 10 according to the strength demands due to the material and the like, or the necessity of the appearance and the like. The mortar M can easily and easily meet such demands economically. Needless to say, the filling of the mortar M is performed after the unevenness adjustment of the base 11. The base receiving member 30 (35) shown in FIG. 4 is defined as the invention of claim 6. The through-hole 39 is formed in the receiving seat surface 30a, and when the mortar is filled, the base receiving member 35 and the mortar M are coupled. Power is improved.

次に、土台受け部材30について説明する。既に述べたように、この発明の土台受け部材30は、受け座面30aと、前記受け座面の中央部に形成されたねじ穴部31と、前記受け座面30aの側面部に形成された回動用治具50の係止部51と係合するための係合部32とを有する。   Next, the base receiving member 30 will be described. As already described, the base receiving member 30 of the present invention is formed on the receiving seat surface 30a, the screw hole portion 31 formed at the center of the receiving seat surface, and the side portion of the receiving seat surface 30a. It has the engaging part 32 for engaging with the latching | locking part 51 of the jig | tool 50 for rotation.

受け座面30aは、前記したように、木製土台11の下面に接して当該木製土台の荷重を保持する部分であって、必要な耐荷重性能を有する。前記したように、従来一般的なコンクリート基礎用のアンカーボルトは直径16mm、ねじピッチ2mmを有し、通常910mm間隔で立設されており、これを用いることが有利であるから、これを基準として、受け座面30aの大きさや強度計算がなされる。図5に示した例の土台受け部材30は鉄材よりなり、受け座面30aの大きさは板厚が16mm、直径80mmの円形に形成されている。受け座面30aの中央部に形成されたねじ穴部31のねじ径は一般的なアンカーボルト20に螺着するために16mm、ねじピッチ2mmとしてある。なお、ねじ棒20とねじ穴部31との関係は、この例のほかに、直径が12〜16mm、ねじピッチ1.5mmなどがある。 As described above, the receiving seat surface 30a is a portion that is in contact with the lower surface of the wooden base 11 and holds the load of the wooden base, and has a necessary load bearing performance. As described above, a conventional anchor bolt for a concrete foundation has a diameter of 16 mm and a screw pitch of 2 mm, and is usually erected at an interval of 910 mm. Then, the size and strength of the receiving surface 30a are calculated. The base receiving member 30 in the example shown in FIG. 5 is made of an iron material, and the receiving seat surface 30a has a circular shape with a plate thickness of 16 mm and a diameter of 80 mm. The screw diameter of the screw hole portion 31 formed in the central portion of the receiving seat surface 30a is 16 mm for screwing to a general anchor bolt 20 and the screw pitch is 2 mm. In addition to this example, the relationship between the screw rod 20 and the screw hole 31 includes a diameter of 12 to 16 mm and a screw pitch of 1.5 mm.

土台受け部材30は、請求項5として規定したように、その材質を金属又はプラスチックとすることが有利である。金属としては、前記した鉄材のほかアルミ材などを使用できる。プラスチックは量産化や軽量化が容易で、経済性がある。 As defined in claim 5, the base receiving member 30 is advantageously made of metal or plastic. As the metal, an aluminum material or the like can be used in addition to the above-described iron material. Plastics are easy to mass-produce and light weight, and are economical.

前記し図7に示し請求項6の発明として規定したように、土台受け部材30(35)の受け座面30aには適宜の貫通部39を形成することができる。軽量化を図ることができるほか、前記したモルタル充填時には土台受け部材とモルタルとの結合力が向上する。図7の貫通部は円形状で3ケ所形成したが、形状や個数は適宜とすることができる。符号37は回動用治具のための切欠係合部である。 As shown in FIG. 7 and defined as the invention of claim 6, an appropriate through portion 39 can be formed in the receiving seat surface 30 a of the base receiving member 30 (35). In addition to being able to reduce the weight, the bonding force between the base receiving member and the mortar is improved when the mortar is filled. Although the penetration part of FIG. 7 is circular and formed in three places, the shape and the number can be set as appropriate. Reference numeral 37 denotes a notch engaging portion for a turning jig.

受け座面30aの側面部には、回動用治具50の係止部51と係合するための係合部32が形成される。図5の実施例の土台受け部材30にあっては、請求項7の発明として規定したように、受け座面30aの平面形状が円形であり、受け座面の側面円周部30bには回動用治具50の突起部51と係合するための複数の係合部32が形成されている。この例の係合部32は孔部で受け座面の側面円周部30bの90度間隔で4ケ所形成されている。 An engaging portion 32 for engaging with the locking portion 51 of the turning jig 50 is formed on the side surface portion of the receiving seat surface 30a. In the base receiving member 30 of the embodiment of FIG. 5, as defined in the invention of claim 7, the planar shape of the receiving seat surface 30a is circular, and the side circumferential portion 30b of the receiving seat surface is not rotated. A plurality of engaging portions 32 for engaging with the protruding portions 51 of the moving jig 50 are formed. In this example, the engaging portions 32 are formed at four locations at intervals of 90 degrees of the side surface circumferential portion 30b of the receiving seat surface by holes.

図6に図示の土台受け部材60は、請求項8の発明として規定したように、受け座面60aの平面形状が正多角形、ここでは正六角形状であり、その各側面部62が回動用治具と係合するための係合面として形成されたものである。このような正多角形状の土台受け部材60は、回動用治具としてスパナ等の汎用工具の使用が可能で、かつ製作が容易かつ経済的で、使い勝手がよく、実用的であるという利点を有する。   In the base receiving member 60 illustrated in FIG. 6, as defined in the invention of claim 8, the planar shape of the receiving seat surface 60 a is a regular polygon, here a regular hexagon, and each side surface portion 62 is for rotation. It is formed as an engagement surface for engaging with a jig. Such a regular polygon-shaped base receiving member 60 has the advantage that a general-purpose tool such as a spanner can be used as a turning jig, is easy and economical to manufacture, is easy to use, and is practical. .

この発明の土台受け部材30は、木製土台11をコンクリート基礎10上に設置する前に、各ねじ棒20に螺着される。土台受け部材30は適当な高さ治具などにより初期設定位置に螺着される。その後、木製土台11をその貫通孔14を介してねじ棒20及び土台受け部材30に設置する。そして、木製土台11の上面(天面)11aを水準器等によって計測し、回動用治具を用いて必要な土台受け部材60を回動して土台天面の水平度を調整する。   The base receiving member 30 of the present invention is screwed to each screw rod 20 before the wooden base 11 is installed on the concrete foundation 10. The base receiving member 30 is screwed to the initial setting position by an appropriate height jig or the like. Thereafter, the wooden base 11 is installed on the screw rod 20 and the base receiving member 30 through the through hole 14. Then, the upper surface (top surface) 11a of the wooden base 11 is measured with a level or the like, and a necessary base receiving member 60 is rotated using a rotating jig to adjust the level of the base top surface.

この発明のコンクリート基礎の土台構造の実施例を示す要部の断面図である。It is sectional drawing of the principal part which shows the Example of the foundation structure of the concrete foundation of this invention. 図1の一部の拡大断面図である。It is a partial expanded sectional view of FIG. 土台の高さ調整を行う状態を表す断面図である。It is sectional drawing showing the state which performs height adjustment of a base. 土台構造の別の実施例を示す要部の断面図である。It is sectional drawing of the principal part which shows another Example of a foundation structure. 土台受け部材とその回動用治具の実施例を表す斜視図である。It is a perspective view showing the Example of a base receiving member and its rotation jig. 土台受け部材の他の実施例を表す斜視図である。It is a perspective view showing other examples of a foundation receiving member. さらに土台受け部材の別の実施例を表す斜視図である。Furthermore, it is a perspective view showing another Example of a base receiving member. 従来の土台構造の一例を示す断面図である。It is sectional drawing which shows an example of the conventional foundation structure. 従来の土台構造の他の例を示す断面図である。It is sectional drawing which shows the other example of the conventional foundation structure.

符号の説明Explanation of symbols

10 コンクリート基礎
10a 基礎上面
11 木製土台
11b 木製土台下面
20,21 ねじ棒
30 土台受け部材
30a 受け座面
31 ねじ穴部
32 係合部
40 締付ナット
50 回動用治具
DESCRIPTION OF SYMBOLS 10 Concrete foundation 10a Foundation upper surface 11 Wooden base 11b Wooden base lower surface 20, 21 Screw rod 30 Base receiving member 30a Receiving seat surface 31 Screw hole part 32 Engagement part 40 Fastening nut 50 Jig for rotation

Claims (8)

コンクリート基礎(10)の上面(10a)から突出するねじ棒(20,21)に対して木製土台(11)を貫通保持する構造であって、前記木製土台(11)の下面側(11b)において受け座面(30a)を有する土台受け部材(30)が前記ねじ棒に螺着され、前記木製土台(11)が上面側(11a)の締付ナット(40)との間で保持されていることを特徴とするコンクリート基礎の土台構造。   A structure in which a wooden base (11) is penetrated and held with respect to a screw rod (20, 21) projecting from an upper surface (10a) of a concrete foundation (10), and on a lower surface side (11b) of the wooden base (11) A base receiving member (30) having a receiving seat surface (30a) is screwed onto the screw rod, and the wooden base (11) is held between the tightening nut (40) on the upper surface side (11a). The foundation structure of the concrete foundation characterized by that. 前記ねじ棒がアンカーボルト又はホールダウン金物用のねじ棒である請求項1に記載のコンクリート基礎の土台構造。   The foundation structure of a concrete foundation according to claim 1, wherein the screw rod is an anchor bolt or a screw rod for hole-down hardware. 前記土台受け部材とコンクリート基礎との間にモルタル(M)が充填されている請求項1又は2に記載のコンクリート基礎の土台構造。   The foundation structure of a concrete foundation according to claim 1 or 2, wherein mortar (M) is filled between the foundation receiving member and the concrete foundation. 受け座面(30a)と、前記受け座面の中央部に形成されたねじ穴部(31)と、前記受け座面(30a)の側面部に形成された回動用治具(50)の係止部(51)と係合するための係合部(32)とを有することを特徴とする土台受け部材。   The receiving seat surface (30a), the screw hole portion (31) formed in the center of the receiving seat surface, and the rotation jig (50) formed in the side surface portion of the receiving seat surface (30a). A base receiving member having an engaging portion (32) for engaging with a stop portion (51). 材質が金属又はプラスチックよりなる請求項4に記載の土台受け部材。 The base receiving member according to claim 4, wherein the material is made of metal or plastic. 前記受け座面に貫通部が形成されている請求項4又は5に記載の土台受け部材。 The base receiving member according to claim 4 or 5, wherein a penetrating portion is formed on the receiving seat surface. 前記受け座面の平面形状が円形であり、受け座面の側面円周部に回動用治具(50)の突起部(51)と係合するための複数の係合部を有する請求項4ないし6のいずれか1項に記載の土台受け部材。 5. The planar shape of the receiving seat surface is circular, and a plurality of engaging portions for engaging with the protrusions (51) of the turning jig (50) are provided on the side surface circumferential portion of the receiving seat surface. The base receiving member of any one of thru | or 6. 前記受け座面の平面形状が正多角形であり、その各側面部が回動用治具と係合するための係合面(61)として形成された請求項4ないし6のいずれか1項に記載の土台受け部材。 The planar shape of the said receiving seat surface is a regular polygon, Each side part is formed as an engagement surface (61) for engaging with the jig | tool for rotation, The one in any one of Claim 4 thru | or 6 The base receiving member as described.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012017964A1 (en) * 2010-08-03 2012-02-09 三洋工業株式会社 Air jet nozzle for radiant air conditioner and method for manufacturing radiant air conditioner
JP2014234666A (en) * 2013-06-04 2014-12-15 有限会社 廣瀬工務店 Receiving container, building foundation using the same and construction method thereof
IT202000025480A1 (en) * 2020-10-27 2022-04-27 Holzbau 4 0 S R L GROUND MOUNT IMPROVED FOR TIMBER CONSTRUCTION

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JPS63151606U (en) * 1987-03-27 1988-10-05
JPH0258510U (en) * 1987-10-15 1990-04-26
JP2001214517A (en) * 2000-02-02 2001-08-10 Kowa:Kk Device for connecting sill with conlumn of wooden building
JP2006188846A (en) * 2005-01-05 2006-07-20 Mitsui Kagaku Sanshi Kk Construction method of foundation

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63151606U (en) * 1987-03-27 1988-10-05
JPH0258510U (en) * 1987-10-15 1990-04-26
JP2001214517A (en) * 2000-02-02 2001-08-10 Kowa:Kk Device for connecting sill with conlumn of wooden building
JP2006188846A (en) * 2005-01-05 2006-07-20 Mitsui Kagaku Sanshi Kk Construction method of foundation

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012017964A1 (en) * 2010-08-03 2012-02-09 三洋工業株式会社 Air jet nozzle for radiant air conditioner and method for manufacturing radiant air conditioner
JP5339392B2 (en) * 2010-08-03 2013-11-13 三洋工業株式会社 Jet nozzle for radiation air conditioning and radiation air conditioning structure
JP2014234666A (en) * 2013-06-04 2014-12-15 有限会社 廣瀬工務店 Receiving container, building foundation using the same and construction method thereof
IT202000025480A1 (en) * 2020-10-27 2022-04-27 Holzbau 4 0 S R L GROUND MOUNT IMPROVED FOR TIMBER CONSTRUCTION

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