JP2007040103A - Base concrete reinforcing metal fitting in underfloor work - Google Patents

Base concrete reinforcing metal fitting in underfloor work Download PDF

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JP2007040103A
JP2007040103A JP2006295977A JP2006295977A JP2007040103A JP 2007040103 A JP2007040103 A JP 2007040103A JP 2006295977 A JP2006295977 A JP 2006295977A JP 2006295977 A JP2006295977 A JP 2006295977A JP 2007040103 A JP2007040103 A JP 2007040103A
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passage
foundation concrete
metal fitting
abutting portion
reinforcing
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JP4205126B2 (en
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Shoichi Goto
昭一 後藤
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SANKYO SHODOKU KK
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SANKYO SHODOKU KK
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Abstract

<P>PROBLEM TO BE SOLVED: To reinforce a passage place after underfloor work performed by forming a passage for a worker, piping and wiring by breaking down a part of base concrete. <P>SOLUTION: The reinforcing metal fitting 11 is provided with a first butting part 13 which abuts on left and right places of the passage 7 formed in the base concrete 3 below the outside of a second butting part 17 which abuts on a base 5. The reinforcing metal fitting 11 is arranged to avoid and bypass the passage 7 when the second butting part 17 abuts on the base 5 and the first butting part 13 abuts on the left and right places of the passage 7 in the base concrete 3. The second butting part 17 is provided with second inserting holes 20, 21 of second fixtures 18, 19 inserted into the base 5, and the first butting part 13 is provided with a first inserting hole 15 of a first fixture 14 inserted into the base concrete 3. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、床下工事における基礎コンクリート補強金具に関するものである。   The present invention relates to a foundation concrete reinforcing bracket in underfloor construction.

従来、木造建築物は基礎コンクリート上に土台を載置し、この土台上に柱を立設するなどしている。   Conventionally, a wooden building has a foundation placed on the foundation concrete, and a pillar is erected on the foundation.

このような木造建築物の床下工事、例えば既設木造建築物における白蟻駆除工事やガスや水道の配管工事、電気配線工事などにおいては、基礎コンクリートで囲まれた箇所を移動したり、これらの箇所を通して配管、配線するという各種の工事を行う。このように移動や配管、配線の際には基礎コンクリートが邪魔になるので、基礎コンクリートをドリルなどを利用してその一部を破損して人が出入りできる程度の大きさや、配管や配線できる程度の通路を形成している。   In such under-floor construction of wooden buildings, for example, white ant extermination work in existing wooden buildings, gas and water pipe construction, electrical wiring construction, etc., the places surrounded by the foundation concrete are moved, or through these places Various construction works such as piping and wiring. In this way, the foundation concrete gets in the way when moving, piping, and wiring, so the foundation concrete can be broken by using a drill, etc., and a size that allows people to go in and out, as well as piping and wiring The passage is formed.

特開平10−25832号公報JP-A-10-25832

床下工事の途中や終了後においては、強度的に低下した破損した箇所を復帰する必要があるが、床下の狭い箇所での復帰工事となるので、破損箇所にコンクリートを充填するなどのコンクリート工事などを行いにくいという問題がある。   During or after the underfloor work, it is necessary to restore the damaged part that has been reduced in strength, but because it is a restoration work in a narrow part under the floor, concrete work such as filling the damaged part with concrete There is a problem that it is difficult to do.

このような問題を解決する一手段として、例えば前記床下工事の途中や工事後に前記基礎コンクリートにおける前記破損した通路の左右の箇所を補強金具により連結することにより基礎コンクリートの補強を図ることが考えられる。   As a means for solving such a problem, for example, it is conceivable to reinforce the foundation concrete by connecting left and right portions of the damaged passage in the foundation concrete with reinforcing metal fittings during or after the underfloor construction. .

しかしながら、このような補強方法においては、本来、木造建築物の基礎においては基礎コンクリートと土台とを固定することにより強度を確保することができるものであり、前記通路の左右の箇所を補強金具により連結するものにおいては、土台を連結していないので補強強度に劣るという問題を有する。   However, in such a reinforcing method, originally, in the foundation of a wooden building, strength can be ensured by fixing the foundation concrete and the foundation, and the left and right portions of the passage are provided by reinforcing metal fittings. In what is connected, since the foundation is not connected, there is a problem that the reinforcing strength is inferior.

そこで、本発明は、土台を載置した基礎コンクリートの一部を破損して作業員や配管、配線の通路を形成して行う床下工事後において、前記通路箇所の補強を図る床下工事における基礎コンクリート補強金具を提供することを目的とする。   Therefore, the present invention provides a foundation concrete for underfloor construction that reinforces the passage location after the underfloor construction is performed by forming a passage for workers, piping, and wiring by damaging a part of the foundation concrete on which the foundation is placed. It aims at providing a reinforcement metal fitting.

添付図面を参照して本発明の要旨を説明する。   The gist of the present invention will be described with reference to the accompanying drawings.

請求項1の発明は、土台5を載置した基礎コンクリート3の一部を破損し通路7を形成して行う床下工事における前記通路7を補強する補強金具11であって、この補強金具11は、前記土台5に当接する板状の第2の当て部17の外側の下方に、前記通路7の左右の前記基礎コンクリート3箇所に当接する板状の第1の当て部13を設けた構成として、第2の当て部17を土台5に当接すると共に、第1の当て部13を基礎コンクリート3における前記通路7の左右の箇所に当接すると、この補強金具11が通路7を避けて迂回するようにして配置されるように構成し、前記第2の当て部17に前記土台5に挿入する第2の固定具18,19の第2の挿入孔20,21を設けて、この第2の固定具18・19により第2の当て部17を土台5に当接して固定し得るように構成し、前記第1の当て部13に前記基礎コンクリート3に挿入する第1の固定具14の第1の挿入孔15を設けて、この第1の固定具14により第1の当て部13を基礎コンクリート3における前記通路7の左右箇所に当接して固定し得るように構成したことを特徴とする床下工事における基礎コンクリート補強金具である。   The invention of claim 1 is a reinforcing metal fitting 11 that reinforces the passage 7 in the underfloor work performed by damaging a part of the foundation concrete 3 on which the foundation 5 is placed to form the passage 7. The plate-like first abutting portion 13 that abuts the three basic concretes on the left and right sides of the passage 7 is provided below the outside of the plate-like second abutting portion 17 that abuts the base 5. When the second abutting portion 17 is brought into contact with the base 5 and the first abutting portion 13 is brought into contact with the left and right portions of the passage 7 in the foundation concrete 3, the reinforcing metal fitting 11 bypasses the passage 7 and detours. The second abutting portion 17 is provided with second insertion holes 20 and 21 for the second fixing tools 18 and 19 to be inserted into the base 5, and the second abutment portion 17 is provided with the second insertion holes 20 and 21. The second abutment portion 17 can be fixed to the base 5 by the fixtures 18 and 19 and fixed. A first insertion hole 15 of a first fixture 14 to be inserted into the foundation concrete 3 is provided in one abutment portion 13, and the first abutment portion 13 is inserted into the foundation concrete 3 by the first fixture 14. A foundation concrete reinforcing metal fitting for underfloor construction, characterized in that it can be fixed in contact with the left and right portions of a passage 7.

請求項2の発明は、土台5を載置した基礎コンクリート3の一部を破損することにより、人が出入りしたり、配管や配線できる大きさの通路7を形成して行う床下工事における前記通路7を補強する補強金具11であって、前記補強金具11は、前記土台5に当接する板状の第2の当て部17の外側の斜め下方に、前記通路7の左右の前記基礎コンクリート3箇所に当接する板状の第1の当て部13を設けた構成として、第2の当て部17を土台5に当接すると共に、第1の当て部13を基礎コンクリート3における前記通路7の左右の箇所に当接すると、この補強金具11が通路7を狭めずに通路7を避けて迂回するようにして配置されるように構成したことを特徴とする請求項1記載の床下工事における基礎コンクリート補強金具である。   According to the second aspect of the present invention, the passage in the underfloor construction is performed by forming a passage 7 having a size that allows a person to enter and exit or to pipe and wire by damaging a part of the foundation concrete 3 on which the base 5 is placed. 7, the reinforcing metal fittings 11 are provided at three locations on the left and right sides of the passage 7 in the diagonally lower side outside the plate-like second abutting portion 17 that abuts the base 5. The plate-like first abutting portion 13 that abuts against the base 5 is provided so that the second abutting portion 17 abuts on the base 5 and the first abutting portion 13 is located at the left and right locations of the passage 7 in the foundation concrete 3. 2. The foundation concrete reinforcing bracket for underfloor construction according to claim 1, wherein the reinforcing bracket 11 is arranged so as to bypass the passage 7 and bypass the passage 7 without narrowing the passage 7. It is.

請求項3の発明は、土台5を載置した基礎コンクリート3の一部を破損し通路7を形成して行う床下工事における前記通路7を補強する補強金具11であって、この補強金具11は、前記通路7を左右に架設する補強金具本体12の両側に前記基礎コンクリート3に当接して固定する第1の当て部13を設けると共に、この補強金具本体12に前記土台5に当接して固定する第2の当て部17を設け、この第2の当て部17を設けた横長な前記補強金具本体12の両外側の下方に前記第1の当て部13を設けた構成として、第1の当て部13を前記基礎コンクリート3における前記通路7の左右の箇所に当接して連結すると共に、前記第2の当て部17を前記土台5に当接して固定すると、補強金具本体12が通路7を避けて迂回するようにして配置されるように構成したことを特徴とする床下工事における基礎コンクリート補強金具である。   The invention of claim 3 is a reinforcing metal fitting 11 that reinforces the passage 7 in the underfloor construction performed by damaging a part of the foundation concrete 3 on which the base 5 is placed and forming the passage 7. A first abutting portion 13 is provided on both sides of the reinforcing metal body 12 for laying the passage 7 on the left and right sides and fixed to the foundation concrete 3 and fixed to the reinforcing metal body 12 by contacting the base 5. The second abutting portion 17 is provided, and the first abutting portion 13 is provided below both outer sides of the horizontally long reinforcing metal fitting body 12 provided with the second abutting portion 17. When the portion 13 is connected to the left and right portions of the passage 7 in the foundation concrete 3 and connected, and the second abutting portion 17 is fixed to the base 5, the reinforcing bracket body 12 avoids the passage 7. Configured to be arranged to bypass Is the basis of concrete reinforcement bracket in the floor construction which is characterized.

請求項4の発明は、前記補強金具本体12と、この補強金具本体12の両外側の下方に設けられる前記第1の当て部13との内角部を、上方へ幅狭となるような傾斜部16に形成したことを特徴とする請求項3記載の床下工事における基礎コンクリート補強金具である。   The invention according to claim 4 is an inclined portion in which an inner corner portion of the reinforcing metal fitting body 12 and the first abutting portion 13 provided below both outer sides of the reinforcing metal fitting body 12 is narrowed upward. The foundation concrete reinforcing bracket for underfloor construction according to claim 3, wherein the foundation concrete reinforcing bracket is formed in 16.

請求項5の発明は、前記補強金具11にビード22を形成すると共に、このビード22は前記第1の当て部13から前記第2の当て部17まで延設する構成としたことを特徴とする請求項1〜4のいずれか1項に記載の床下工事における基礎コンクリート補強金具である。   The invention of claim 5 is characterized in that a bead 22 is formed on the reinforcing metal fitting 11 and the bead 22 extends from the first abutting portion 13 to the second abutting portion 17. It is a basic concrete reinforcement metal fitting in the underfloor construction of any one of Claims 1-4.

請求項1,請求項2,請求項3の発明によれば、補強金具により土台と基礎コンクリートにおける通路の左右の箇所とを連結するので、床下工事施工においては、補強金具によって土台及び基礎コンクリートが一体化されて、通路の箇所における強度の低下を防ぐことができる。   According to the first, second, and third aspects of the invention, the foundation and the left and right portions of the passage in the foundation concrete are connected by the reinforcing metal fitting. By being integrated, it is possible to prevent a decrease in strength at the location of the passage.

また、補強金具が通路を避けて迂回するようにして配置されるように構成したため、通路が著しく狭くなるようなことがなくなる。   Further, since the reinforcing metal fittings are arranged so as to bypass the passage, the passage is not significantly narrowed.

請求項4の発明によれば、補強金具本体の両側に第1の当て部を下方に設けると共に、これら補強金具本体と第1の当て部との内角に上方へ幅狭となるような傾斜部を形成したことにより、前記内角に局部応力が発生しにくく、また通路を通る作業員が内角に引っ掛かるようなことはなく、安心して使用することができる。   According to the invention of claim 4, the first abutting portion is provided below both sides of the reinforcing metal fitting body, and the inclined portion is narrowed upward at the inner angle between the reinforcing metal fitting body and the first abutting portion. As a result, the local stress is unlikely to be generated at the inner corner, and the worker passing through the passage is not caught at the inner corner and can be used with confidence.

好適と考える本発明の実施形態(発明をどのように実施するか)を、図面に基づいて本発明の作用を示して簡単に説明する。   Embodiments of the present invention that are considered suitable (how to carry out the invention) will be briefly described with reference to the drawings, illustrating the operation of the present invention.

本発明における好適な実施の形態について、添付図面を参照して説明する。尚、以下に説明する実施の形態は、特許請求の範囲に記載された本発明の内容を限定するものではない。また、以下に説明される構成の全てが、本発明の必須要件であるとは限らない。   Preferred embodiments of the present invention will be described with reference to the accompanying drawings. The embodiments described below do not limit the contents of the present invention described in the claims. In addition, all the configurations described below are not necessarily essential requirements of the present invention.

図1及び図2は実施例1を示しており、住宅等木造建築物における基礎1は、地面2に下部を埋設した基礎コンクリート3の上部を地面2より突設し、さらにこの基礎コンクリート3の上面4に木製等の土台5を載置すると共に、該土台5を基礎コンクリート3の上面4より立設したボルト、ナット等の固定具(図示せず)により固定している。   1 and 2 show Example 1, and a foundation 1 in a wooden building such as a house is constructed by projecting an upper part of a foundation concrete 3 having a lower part embedded in the ground 2 from the ground 2, and further A base 5 made of wood or the like is placed on the upper surface 4, and the base 5 is fixed by fixtures (not shown) such as bolts and nuts standing from the upper surface 4 of the foundation concrete 3.

そして、床下工事においては基礎コンクリート3の側面6をドリルなどを使用して通路7を形成しており、この通路7を作業員が通ることで作業を行っている。前記通路7は、作業員が移動し易いように通常基礎コンクリート3の上面4側を開口部8として形成されるか、上面4寄りに孔状に形成される。   In the underfloor construction, a passage 7 is formed on the side surface 6 of the foundation concrete 3 using a drill or the like, and an operator works through the passage 7. The passage 7 is usually formed with the upper surface 4 side of the foundation concrete 3 as an opening 8 so that an operator can easily move, or is formed in a hole shape near the upper surface 4.

作業終了後や作業の途中に前記通路7の補強を行う補強金具11は、圧延鋼板等の偏平な板材により形成されるものであって、前記通路7を左右に架設する横長な補強金具本体12の両側の外側斜め下方に前記基礎コンクリート3の側面6に面状に当接する第1の当て部13をそれぞれ設けると共に、該第1の当て部13に前記第1の当て部13に直交して前記基礎コンクリート3に挿入するボルト等第1の固定具14が挿入する第1の挿入孔15を設けている。また、補強金具本体12と、この補強金具本体12より外側斜め下方に設けられる第1の当て部13との内角部は、直角ではなく上方へ幅狭になるようなテーパ部等により傾斜部16が形成されている。尚、この傾斜部16は上方へ幅狭になるような円弧部によって形成してもよい。さらに前記補強金具本体12の左右両側には前記土台5の側面9に面状に当接する第2の当て部17を設けると共に、該第2の当て部17に前記土台5に挿入する第2の固定具18,19の第2の挿入孔20,21を設けている。前記第2の当て部17は補強金具本体12の側面の全面によって形成されており。そして前記一方の第2の固定具18はボルトであって、このボルトは補強金具本体12の両側に設けられた一方の第2の挿入孔20を形成するボルト挿入孔より土台5に挿入、固定されるようになっている。また前記他方の第2の固定具19はビスであって、このビスは補強金具本体12の中央側に設けられた他方の第2の挿入孔21を形成するビス挿入孔より土台5に挿入、固定されるようになっている。   The reinforcing metal fitting 11 that reinforces the passage 7 after completion of the work or in the middle of the work is formed of a flat plate material such as a rolled steel plate, and is a horizontally long reinforcing metal fitting body 12 that lays the passage 7 left and right. The first abutting portions 13 that are in contact with the side surfaces 6 of the foundation concrete 3 are provided on the outer sides of the two sides of the foundation concrete 3 in a plane, and the first abutting portions 13 are orthogonal to the first abutting portions 13. A first insertion hole 15 into which a first fixing tool 14 such as a bolt to be inserted into the foundation concrete 3 is inserted is provided. Further, the inner corner portion of the reinforcing bracket body 12 and the first abutting portion 13 provided obliquely below and outside the reinforcing bracket body 12 is not inclined but is tapered by a tapered portion or the like that narrows upward. Is formed. The inclined portion 16 may be formed by an arc portion that narrows upward. Further, on the left and right sides of the reinforcing metal fitting body 12, there are provided second abutting portions 17 that contact the side surface 9 of the base 5 in a planar shape, and a second abutting portion 17 is inserted into the base 5 in the second abutting portion 17. Second insertion holes 20 and 21 for the fixtures 18 and 19 are provided. The second abutting portion 17 is formed by the entire side surface of the reinforcing metal fitting body 12. The one second fixing tool 18 is a bolt, and this bolt is inserted and fixed to the base 5 through a bolt insertion hole forming one second insertion hole 20 provided on both sides of the reinforcing metal fitting body 12. It has come to be. The other second fixing tool 19 is a screw, and this screw is inserted into the base 5 through a screw insertion hole forming the other second insertion hole 21 provided on the center side of the reinforcing metal fitting body 12, It is supposed to be fixed.

尚、図中22は補強金具に凸所状に肉厚に形成したビードであって、第1の当て部13の反対面(図1においては正面側)及び第2の当て部17の反対面(図1においては正面側)に形成され、第1の当て部13から第2の当て部17の中央付近まで延設して、ビード22が形成されない平坦な中間部23を介して左右一対形成されている。尚、ビード22は中間部23をなくして左右一対連続して形成してもよい。   In the figure, reference numeral 22 denotes a bead formed in a convex shape on the reinforcing metal fitting, which is the opposite surface (front side in FIG. 1) of the first contact portion 13 and the opposite surface of the second contact portion 17. (A front side in FIG. 1), extending from the first abutting portion 13 to the vicinity of the center of the second abutting portion 17, and forming a pair of left and right via a flat intermediate portion 23 in which no bead 22 is formed Has been. Note that the bead 22 may be formed in a pair of left and right continuously without the intermediate portion 23.

また、第1の挿入孔15の上端は、第2の当て部17の横長な直線状の下縁17Lの延長線に対して距離Lが例えば30mm以上、好ましくは40mm以上に形成する。また、第2の挿入孔20,21の下端は、第2の当て部17の横長な直線状の下縁17Lの延長線に対して距離M,Nが例えば10mm以上に形成する。   The upper end of the first insertion hole 15 is formed with a distance L of, for example, 30 mm or more, preferably 40 mm or more with respect to the extended line of the horizontally long lower edge 17L of the second abutting portion 17. Further, the lower ends of the second insertion holes 20 and 21 are formed such that the distances M and N are, for example, 10 mm or more with respect to the extension line of the horizontally long linear lower edge 17L of the second abutting portion 17.

次に前記構成についてその作用を説明する。通路7の補強を行うときは、まず補強金具本体12を通路7に架設させ、さらに第1の当て部13を基礎コンクリート3の側面6に当接すると共に、第2の当て部17を土台5の側面9に当接する。この際には、第2の当て部17の下縁17Lを、土台5の下面、すなわち土台5と基礎コンクリート3の境界にほぼ沿うように補強金具11を配置する。そして、第1の固定具14を第1の挿入孔15を介して基礎コンクリート3に挿入して補強金具11と基礎コンクリート3を連結する。さらに、第2の一方及び他方の固定具18,19としてのボルト、ビスを第2の一方及び他方の挿入孔20,21を介して土台5に挿入して補強金具11と土台5を連結する。この結果、土台5は補強金具11を介して基礎コンクリート3と一体に連結されることとなる。   Next, the operation of the above configuration will be described. When reinforcing the passage 7, first, the reinforcing metal fitting body 12 is installed on the passage 7, and the first contact portion 13 is brought into contact with the side surface 6 of the foundation concrete 3, and the second contact portion 17 is attached to the base 5. It contacts the side surface 9. At this time, the reinforcing metal fitting 11 is arranged so that the lower edge 17L of the second contact portion 17 is substantially along the lower surface of the base 5, that is, the boundary between the base 5 and the foundation concrete 3. Then, the first fixture 14 is inserted into the foundation concrete 3 through the first insertion hole 15 to connect the reinforcing metal fitting 11 and the foundation concrete 3. Further, bolts and screws as the second one and other fixing tools 18 and 19 are inserted into the base 5 through the second one and the other insertion holes 20 and 21 to connect the reinforcing metal fitting 11 and the base 5. . As a result, the base 5 is integrally connected to the foundation concrete 3 through the reinforcing metal fitting 11.

以上のように、前記実施例では、前記床下工事の途中や工事後に前記基礎コンクリート3における前記通路7の左右の箇所を補強金具11により連結すると共に、該補強金具11は前記土台5を連結することにより、補強金具11により基礎コンクリート3における前記通路7の左右の箇所を連結すると共に、該補強金具11により前記土台5を連結して、通路7の箇所における強度の低下を防ぐことができる。   As described above, in the embodiment, the left and right portions of the passage 7 in the foundation concrete 3 are connected by the reinforcing metal fittings 11 during and after the underfloor construction, and the reinforcing metal fittings 11 connect the base 5. Thus, the left and right portions of the passage 7 in the foundation concrete 3 can be connected by the reinforcing metal fitting 11, and the base 5 can be connected by the reinforcing metal fitting 11 to prevent a decrease in strength at the passage 7 location.

さらに、前記通路7を左右に架設する補強金具本体12の両側に前記基礎コンクリート3の側面6に当接する第1の当て部13を設けると共に、該第1の当て部13に前記基礎コンクリート3に挿入する第1の固定具14の第1の挿入孔15を設け、前記補強金具本体12に前記土台5の側面9に当接する第2の当て部を17設けると共に、該第2の当て部17に前記土台5に挿入する第2の固定具18,19の第2の挿入孔20,21を設けたことにより、第1の挿入孔15を介して第1の固定具14を基礎コンクリート3に挿入、固定すると共に、第2の挿入孔20,21を介して第2の固定具18,19を土台5に挿入して、補強金具11によって基礎コンクリート3及び土台5が一体化されて、通路7の箇所における強度の低下を防ぐことができる。   Furthermore, a first abutting portion 13 that abuts the side surface 6 of the foundation concrete 3 is provided on both sides of the reinforcing metal fitting body 12 that lays the passage 7 on the left and right, and the foundation concrete 3 is attached to the first abutting portion 13. A first insertion hole 15 of the first fixing tool 14 to be inserted is provided, a second abutting portion 17 abutting on the side surface 9 of the base 5 is provided in the reinforcing metal fitting body 12, and the second abutting portion 17 is provided. Provided with the second insertion holes 20 and 21 of the second fixtures 18 and 19 to be inserted into the base 5, the first fixture 14 is connected to the foundation concrete 3 through the first insertion hole 15. While inserting and fixing, the 2nd fixing tools 18 and 19 are inserted in the base 5 through the 2nd insertion holes 20 and 21, and the foundation concrete 3 and the base 5 are integrated by the reinforcing metal fitting 11, and the passage It is possible to prevent a decrease in strength at the point 7.

また、前記第2の当て部17及び第2の挿入孔20,21を設けた横長な補強金具本体12の両側の外側斜め下方に前記第1の当て部13を設けたものであり、補強金具本体12は通路7を避けて迂回するようにして配置されて、通路7が著しく狭まるようなことがなくなる。   Further, the first abutting portion 13 is provided on the outer side obliquely downward on both sides of the horizontally long reinforcing metal fitting body 12 provided with the second abutting portion 17 and the second insertion holes 20 and 21. The main body 12 is arranged so as to bypass the passage 7 so that the passage 7 is not significantly narrowed.

さらに、補強金具本体12の両側に第1の当て部13を下方に設けると共に、これら補強金具本体12と第1の当て部13との内角に上方へ幅狭となるような傾斜部16を形成したことにより、前記内角に局部応力が発生しにくく、また通路7を通る作業員が内角に引っ掛かるようなことはなく、安心して使用することができる。   Further, the first abutting portion 13 is provided below both sides of the reinforcing metal fitting body 12 and an inclined portion 16 is formed at the inner corner of the reinforcing metal fitting body 12 and the first abutting portion 13 so as to be narrowed upward. As a result, local stress is unlikely to occur at the inner corner, and workers passing through the passage 7 are not caught at the inner corner and can be used with confidence.

しかも、第1の挿入孔15の中心位置は、第2の当て部17の横長な下縁17L、すなわち上面4の下方側距離Lが30mm以上、好ましくは40mm以上に形成されることで、基礎コンクリート3の強度低下を防止できる。また、第2の挿入孔20,21の下端は、第2の当て部17の横長な直線状の下縁17Lの延長線に対して距離M,Nが例えば10mm以上に形成することで土台5と補強金具本体12との連結強度を確保することができる。   In addition, the center position of the first insertion hole 15 is formed such that the horizontally long lower edge 17L of the second abutting portion 17, that is, the lower side distance L of the upper surface 4 is 30 mm or more, preferably 40 mm or more. The strength reduction of the concrete 3 can be prevented. In addition, the lower ends of the second insertion holes 20 and 21 are formed such that the distances M and N are, for example, 10 mm or more with respect to the extended line of the horizontally long lower edge 17L of the second abutting portion 17. The connection strength between the reinforcing metal body 12 and the reinforcing metal body 12 can be ensured.

図3,4は実施例2を示しており、前記実施例1と同一部分には同一符号を付し、その詳細な説明を省略する。第2実施形態では、横長な補強金具本体12の両側の下方に第1の当て部13'を設けたものである。そして、補強金具本体12と第2の当て部17との内角は上方へ次第に幅狭となるように傾斜部16が形成している。   3 and 4 show the second embodiment, and the same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. In the second embodiment, a first abutting portion 13 ′ is provided below both sides of the horizontally long reinforcing metal fitting 12. The inclined portion 16 is formed so that the inner angle between the reinforcing metal fitting body 12 and the second abutting portion 17 is gradually narrowed upward.

したがって、通路7の補強を行うときは、まず補強金具本体12を通路7に架設させ、さらに第1の当て部13'を基礎コンクリート3の側面6に当接すると共に、第2の当て部17を土台5の側面9に当接する。さらに、第2の一方及び他方の固定具18,19としてのボルト、ビスを第2の一方及び他方の挿入孔20,21を介して土台5に挿入、固定して補強金具11と土台5を連結する。   Therefore, when reinforcing the passage 7, the reinforcing metal fitting body 12 is first installed on the passage 7, and the first abutting portion 13 ′ is brought into contact with the side surface 6 of the foundation concrete 3, and the second abutting portion 17 is provided. It contacts the side surface 9 of the base 5. Further, the bolts and screws as the second one and the other fixing tools 18 and 19 are inserted and fixed to the base 5 through the second one and the other insertion holes 20 and 21 to fix the reinforcing bracket 11 and the base 5. Link.

以上のように、前記実施形態では、補強金具11により基礎コンクリート3における前記通路7の左右の箇所を連結すると共に、該補強金具11により前記土台5を連結して、通路7の箇所における強度の低下を防ぐことができる等の他に、前記第2の当て部17及び第2の挿入孔20,21を設けた横長な補強金具本体12の両側の下方に前記第1の当て部13'を設けたものであり、補強金具本体12は通路7を避けて迂回するようにして配置されて、通路7が著しく狭まるようなことがなくなる。   As mentioned above, in the said embodiment, while connecting the right and left location of the said channel | path 7 in the foundation concrete 3 with the reinforcement metal fitting 11, and connecting the said base 5 with this reinforcement metal fitting 11, the strength in the location of the channel | path 7 is obtained. In addition to preventing the lowering, etc., the first abutting portion 13 'is provided below both sides of the horizontally long reinforcing metal body 12 provided with the second abutting portion 17 and the second insertion holes 20, 21. The reinforcing metal fitting body 12 is disposed so as to bypass the passage 7 so that the passage 7 is not significantly narrowed.

図5は実施例3を示しており、前記実施例1と同一部分には同一符号を付し、その詳細な説明を省略する。図5に示すように、実施例3では第1の当て部13の内側、すなわち内角側の下方に延長当て部24を第1の当て部13より幅狭く設けて、該延長当て部24を通路7にさらに沿って配置することができるようにしたものである。   FIG. 5 shows a third embodiment, and the same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. As shown in FIG. 5, in the third embodiment, an extension abutment 24 is provided narrower than the first abutment 13 inside the first abutment 13, that is, below the inner corner, and the extension abutment 24 is passed through the passage. 7 can be arranged further along.

このように、第1の当て部13にさらに通路7に沿うように配置する延長当て部24を設けることで、連結強度を向上させるようにしてもよい。   Thus, the connection strength may be improved by providing the first abutting portion 13 with the extension abutting portion 24 arranged along the passage 7.

図6,7は実施例4を示しており、前記実施例1と同一部分には同一符号を付し、その詳細な説明を省略する。作業終了後や作業の途中に通路7の補強を行う補強金具11Aは、圧延鋼板等の偏平な板材により形成されるものであって、前記通路7を左右に架設する横長な補強金具本体12Aと、その両側の外側斜め下方に前記基礎コンクリート3の側面6に面状に当接する第1の当て部13Aを別体にそれぞれ設ける。前記第1の当て部13Aに前記第1の当て部13Aに直交して前記基礎コンクリート3に挿入するボルト等第1の固定具14が挿入する第1の挿入孔15を設けている。また、補強金具本体12Aと、この補強金具本体12Aより外側斜め下方に設けられる第1の当て部13Aとの内角部は、直角ではなく上方へ幅狭になるようなテーパ部等により傾斜部16が形成されている。さらに前記補強金具本体12Aの左右両側には前記土台5の側面9に面状に当接する第2の当て部17Aを設けると共に、該第2の当て部17Aに前記土台5に挿入する第2の固定具18の第2の挿入孔20を設けている。第2の固定具18はボルト等の軸状体によって形成されている。前記第2の当て部17Aは補強金具本体12Aの側面の全面によって形成されており。そして前記一方の第2の固定具18は補強金具本体12Aの両側に設けられた一方の第2の挿入孔20より土台5に挿入、固定されるようになっている。   6 and 7 show a fourth embodiment, and the same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. The reinforcing bracket 11A for reinforcing the passage 7 after the work is completed or in the middle of the work is formed by a flat plate material such as a rolled steel plate, and includes a horizontally long reinforcing metal fitting body 12A for extending the passage 7 to the left and right. The first abutting portions 13A that are in contact with the side surfaces 6 of the foundation concrete 3 in a plane shape are provided separately on the outer sides of the both sides. The first abutting portion 13A is provided with a first insertion hole 15 into which a first fixing tool 14 such as a bolt to be inserted into the foundation concrete 3 is inserted perpendicularly to the first abutting portion 13A. Further, the inner corner portion of the reinforcing bracket main body 12A and the first abutting portion 13A provided obliquely outwardly from the reinforcing bracket main body 12A is not a right angle but a tapered portion or the like that is narrowed upward. Is formed. Further, a second abutting portion 17A that comes into contact with the side surface 9 of the base 5 is provided on both the left and right sides of the reinforcing metal fitting body 12A, and a second abutting portion 17A is inserted into the base 5 into the second abutting portion 17A. A second insertion hole 20 of the fixture 18 is provided. The second fixture 18 is formed by a shaft-like body such as a bolt. The second abutting portion 17A is formed by the entire side surface of the reinforcing metal fitting body 12A. The one second fixing tool 18 is inserted and fixed to the base 5 through one second insertion hole 20 provided on both sides of the reinforcing metal fitting body 12A.

そして、第2の当て部17Aの上部には前記第2の挿入孔20に対向するように、連結用孔31が形成されている。そして、連結用孔31は第1の当て部13Aの上部に補強金具本体12A側に向かって形成された延長部32に設けられている。また第2の挿入孔20と連結用孔31とが同軸状になるように第1の当て部13Aの上部と補強金具本体12Aとを土台5の側面9に当接するものであって、側面9に補強金具本体12Aの端部側が重なり、この補強金具本体12Aの端部側に第1の当て部13Aの延長部32が重なって重ね合わせ部を形成し、そして重ね合わせ部の外側よりボルトからなる第2の固定具18が外側より連結用孔31、第2の挿入孔20を通して側面9に螺着して固定しているものである。この結果、土台5は補強金具11Aを介して基礎コンクリート3と一体に連結されることとなる。   A connection hole 31 is formed in the upper part of the second abutting portion 17A so as to face the second insertion hole 20. And the connection hole 31 is provided in the extension part 32 formed toward the reinforcement metal fittings main body 12A side in the upper part of the 1st contact part 13A. Further, the upper portion of the first abutting portion 13A and the reinforcing metal fitting body 12A are brought into contact with the side surface 9 of the base 5 so that the second insertion hole 20 and the coupling hole 31 are coaxial. The end portion of the reinforcing metal fitting body 12A overlaps, the extension portion 32 of the first abutting portion 13A overlaps with the end portion side of the reinforcing metal fitting body 12A, and an overlapping portion is formed from the outside of the overlapping portion. A second fixing tool 18 is screwed and fixed to the side surface 9 through the connecting hole 31 and the second insertion hole 20 from the outside. As a result, the base 5 is integrally connected to the foundation concrete 3 via the reinforcing metal fitting 11A.

以上のように、前記実施例では、補強金具11Aは、補強金具本体12Aや一対の第1の当て部13Aのように3つの部品を連結して一体化するものであるので、床下での搬入作業や取り付け作業を容易に行うことができる。また前記床下工事の途中や工事後に前記基礎コンクリート3における前記通路7の左右の箇所を補強金具11Aにより連結すると共に、該補強金具11Aは前記土台5を連結することにより、補強金具11Aにより基礎コンクリート3における前記通路7の左右の箇所を連結すると共に、該補強金具11Aにより前記土台5を連結して、通路7の箇所における強度の低下を防ぐことができる。   As described above, in the above-described embodiment, the reinforcing metal fitting 11A is formed by connecting and integrating three parts such as the reinforcing metal fitting body 12A and the pair of first abutting portions 13A. Work and installation work can be easily performed. In addition, the left and right portions of the passage 7 in the foundation concrete 3 are connected by reinforcing metal fittings 11A during and after the underfloor construction, and the reinforcing metal fittings 11A are connected to the base 5 and thereby the basic concrete is formed by the reinforcing metal fittings 11A. 3 can be connected to the left and right locations of the passage 7, and the base 5 can be connected by the reinforcing metal fittings 11 </ b> A to prevent a decrease in strength at the location of the passage 7.

さらに、前記補強金具11Aは、前記補強金具本体12Aと、前記第1の当て部13Aを別体に形成すると共に、これらを一体に連結することにより、床下に搬入する部品を小さくして持ち込みでき、連結作業を簡単に行なうことができる。また、補強金具本体12Aと前記第1の当て部13Aとの連結手段は、前記補強金具本体12Aと第1の当て部13Aとの重ね合せ部に挿入するボルト等軸状体の第2の固定具18であるので、補強金具本体12Aと第1の当て部13Aを簡単に固定することができる。しかも、前記軸状体からなる第2の固定具18により土台5に固定し、さらに補強金具本体12Aと第1の当て部13Aとを連結固定挿入ことで部品点数を少なくすることができる。   Further, the reinforcing metal fitting 11A can be carried in by reducing the parts to be carried under the floor by forming the reinforcing metal fitting body 12A and the first contact part 13A separately and connecting them together. The connecting work can be easily performed. Further, the connecting means between the reinforcing metal fitting body 12A and the first abutting portion 13A is the second fixing of the shaft-like body such as a bolt inserted into the overlapping portion of the reinforcing metal fitting body 12A and the first abutting portion 13A. Since it is the tool 18, the reinforcing metal fitting body 12A and the first abutting portion 13A can be easily fixed. In addition, the number of parts can be reduced by fixing to the base 5 with the second fixture 18 made of the shaft-like body, and further connecting and fixing the reinforcing metal fitting body 12A and the first abutting portion 13A.

図8,9は実施例5を示しており、前記実施例1,4と同一部分には同一符号を付し、その詳細な説明を省略する。実施例5では、第1の当て部13Bのほぼ真上に前記第2の挿入孔20に対向するように、連結用孔31が形成されている。また第2の挿入孔20と連結用孔31とが同軸状になるように第1の当て部13Bの上部と補強金具本体12Bとを土台5の側面9に当接するものであって、側面9に補強金具本体12Bの端部側が重なり、この補強金具本体12Bの端部側に第1の当て部13Bの上部が重なり、そして第2の固定具18を連結用孔31、第2の挿入孔20を通して側面9に螺着して固定し、土台5は補強金具11Bを介して基礎コンクリート3と一体に連結されることとなる。   8 and 9 show a fifth embodiment, and the same parts as those in the first and fourth embodiments are denoted by the same reference numerals, and detailed description thereof is omitted. In the fifth embodiment, a connection hole 31 is formed so as to face the second insertion hole 20 almost directly above the first abutting portion 13B. Further, the upper portion of the first abutting portion 13B and the reinforcing metal fitting body 12B are brought into contact with the side surface 9 of the base 5 so that the second insertion hole 20 and the coupling hole 31 are coaxial. The end of the reinforcing bracket body 12B overlaps, the upper end of the first abutting portion 13B overlaps the end of the reinforcing bracket body 12B, and the second fixture 18 is connected to the connection hole 31 and the second insertion hole. The base 5 is integrally connected to the foundation concrete 3 via the reinforcing metal fittings 11B.

以上のように、前記実施例では、補強金具11Bは、補強金具本体12Bや一対の第1の当て部13Bのように3つの部品を連結して一体化するものであるので、床下での搬入作業や取り付け作業を容易に行うことができる。また補強金具11Bにより基礎コンクリート3における前記通路7の左右の箇所を連結すると共に、該補強金具11Bにより前記土台5を連結して、通路7の箇所における強度の低下を防ぐことができることや、前記補強金具11Bは、前記補強金具本体12Bと、前記第1の当て部13Bを別体に形成すると共に、これらを一体に連結することにより、床下に搬入する部品を小さくして持ち込みでき、連結作業を簡単に行うことができる等の効果を有する。   As described above, in the above-described embodiment, the reinforcing bracket 11B is formed by connecting and integrating three parts like the reinforcing bracket body 12B and the pair of first abutting portions 13B. Work and installation work can be easily performed. Moreover, while connecting the right and left location of the said channel | path 7 in the foundation concrete 3 with the reinforcement metal fitting 11B, the said base 5 can be connected with this reinforcement metal fitting 11B, and the fall of the intensity | strength in the location of the channel | path 7 can be prevented, Reinforcing bracket 11B is formed by forming the reinforcing bracket body 12B and the first abutting portion 13B separately, and by connecting them together, it is possible to reduce the parts to be carried under the floor and bring them in Can be easily performed.

図10,11は実施例6を示しており、前記実施例1,4と同一部分には同一符号を付し、その詳細な説明を省略する。実施例6では、第1の当て部13Cのほぼ真上に前記第2の挿入孔20に対向するように、連結用孔31が形成されていると共に、下部の左右に第1の挿入孔15をそれぞれ設けたものである。また第2の挿入孔20と連結用孔31とが同軸状になるように第1の当て部13Cの上部と補強金具本体12Cとを土台5の側面9に当接するものであって、側面9に補強金具本体12Cの端部側が重なり、この補強金具本体12Cの端部側に第1の当て部13Cの上部が重なり、そして第2の固定具18を連結用孔31、第2の挿入孔20を通して側面9に螺着して固定し、土台5は補強金具11Cを介して基礎コンクリート3と一体に連結されることとなる。   10 and 11 show a sixth embodiment. The same parts as those in the first and fourth embodiments are denoted by the same reference numerals, and detailed description thereof is omitted. In the sixth embodiment, a connection hole 31 is formed so as to face the second insertion hole 20 almost directly above the first abutting portion 13C, and the first insertion holes 15 are formed on the left and right sides of the lower part. Are provided. Further, the upper portion of the first abutting portion 13C and the reinforcing metal fitting body 12C are brought into contact with the side surface 9 of the base 5 so that the second insertion hole 20 and the coupling hole 31 are coaxial, and the side surface 9 The end portion side of the reinforcing metal fitting body 12C overlaps, the upper end of the first abutting portion 13C overlaps the end portion side of the reinforcing metal fitting body 12C, and the second fixture 18 is connected to the connection hole 31 and the second insertion hole. The base 5 is integrally connected to the foundation concrete 3 through the reinforcing metal fittings 11C.

以上のように、前記実施例では、補強金具11Cにより基礎コンクリート3における前記通路7の左右の箇所を連結すると共に、該補強金具11Cにより前記土台5を連結して、通路7の箇所における強度の低下を防ぐことができることや、前記補強金具11Cは、前記補強金具本体12Cと、前記第1の当て部13Cを別体に形成すると共に、これらを一体に連結することにより、床下に搬入する部品を小さくして持ち込みでき、連結作業を簡単に行なうことができる等の効果を有する。   As described above, in the embodiment, the left and right portions of the passage 7 in the foundation concrete 3 are connected by the reinforcing metal fitting 11C, and the foundation 5 is connected by the reinforcing metal fitting 11C, so that the strength at the passage 7 is increased. It is possible to prevent the lowering, and the reinforcing bracket 11C is a component to be carried under the floor by forming the reinforcing bracket body 12C and the first abutting portion 13C separately and connecting them together. Can be brought in with a small size, and it is possible to easily perform the connecting work.

以上のように本発明にかかる床下工事における基礎コンクリート補強金具は、住宅等木造建築物等の他にも各種用途にも適用できる。   As described above, the foundation concrete reinforcing bracket in the underfloor construction according to the present invention can be applied to various uses in addition to wooden buildings such as houses.

本発明の実施例1を示す正面図である。It is a front view which shows Example 1 of this invention. 本発明の実施例1を示す平面図である。It is a top view which shows Example 1 of this invention. 本発明の実施例2を示す正面図である。It is a front view which shows Example 2 of this invention. 本発明の実施例2を示す平面図である。It is a top view which shows Example 2 of this invention. 本発明の実施例3を示す正面図である。It is a front view which shows Example 3 of this invention. 本発明の実施例4を示す分解正面図である。It is a disassembled front view which shows Example 4 of this invention. 本発明の実施例4を示す正面図である。It is a front view which shows Example 4 of this invention. 本発明の実施例5を示す分解正面図である。It is a disassembled front view which shows Example 5 of this invention. 本発明の実施例5を示す正面図である。It is a front view which shows Example 5 of this invention. 本発明の実施例6を示す分解正面図である。It is a disassembled front view which shows Example 6 of this invention. 本発明の実施例6を示す正面図である。It is a front view which shows Example 6 of this invention.

符号の説明Explanation of symbols

3 基礎コンクリート
5 土台
7 通路
11 補強金具
12 補強金具本体
13 第1の当て部
14 第1の固定具
15 第1の挿入孔
16 傾斜部
17 第2の当て部
18,19 第2の固定具
20,21 第2の挿入孔
22 ビード
3 foundation concrete 5 foundation 7 passage
11 Reinforcing bracket
12 Reinforcing bracket body
13 First pad
14 First fixture
15 First insertion hole
16 Inclined part
17 Second pad
18, 19 Second fixture
20, 21 Second insertion hole
22 Bead

Claims (5)

土台を載置した基礎コンクリートの一部を破損し通路を形成して行う床下工事における前記通路を補強する補強金具であって、この補強金具は、前記土台に当接する板状の第2の当て部の外側の下方に、前記通路の左右の前記基礎コンクリート箇所に当接する板状の第1の当て部を設けた構成として、第2の当て部を土台に当接すると共に、第1の当て部を基礎コンクリートにおける前記通路の左右の箇所に当接すると、この補強金具が通路を避けて迂回するようにして配置されるように構成し、前記第2の当て部に前記土台に挿入する第2の固定具の第2の挿入孔を設けて、この第2の固定具により第2の当て部を土台に当接して固定し得るように構成し、前記第1の当て部に前記基礎コンクリートに挿入する第1の固定具の第1の挿入孔を設けて、この第1の固定具により第1の当て部を基礎コンクリートにおける前記通路の左右箇所に当接して固定し得るように構成したことを特徴とする床下工事における基礎コンクリート補強金具。   A reinforcing bracket that reinforces the passage in the underfloor work performed by forming a passage by damaging a part of the foundation concrete on which the foundation is placed, and the reinforcing bracket is a plate-like second abutment that contacts the foundation. A plate-like first abutting portion that abuts the left and right foundation concrete portions of the passage is provided below the outside of the portion, and the second abutting portion abuts on the base, and the first abutting portion Is configured to be arranged so as to bypass the passage to avoid the passage, and the second abutment portion is inserted into the base. A second insertion hole of the fixture is provided, and the second fixture is configured so that the second contact portion can be fixed in contact with the base, and the foundation concrete is attached to the first contact portion. 1st insertion hole of the 1st fixing tool to insert Provided, foundation concrete reinforcing brackets in underfloor construction, characterized by being configured so as to fix in contact with the left and right portions of the passageway in the foundation concrete the first contacting portion by the first fastener. 土台を載置した基礎コンクリートの一部を破損することにより、人が出入りしたり、配管や配線できる大きさの通路を形成して行う床下工事における前記通路を補強する補強金具であって、前記補強金具は、前記土台に当接する板状の第2の当て部の外側の斜め下方に、前記通路の左右の前記基礎コンクリート箇所に当接する板状の第1の当て部を設けた構成として、第2の当て部を土台に当接すると共に、第1の当て部を基礎コンクリートにおける前記通路の左右の箇所に当接すると、この補強金具が通路を狭めずに通路を避けて迂回するようにして配置されるように構成したことを特徴とする請求項1記載の床下工事における基礎コンクリート補強金具。   Reinforcing metal fittings for reinforcing the passage in underfloor construction performed by forming a passage of a size that allows people to enter and exit, piping and wiring by damaging a part of the foundation concrete on which the foundation is placed, The reinforcing metal fitting has a plate-like first abutting portion that abuts against the left and right foundation concrete portions of the passage, obliquely below the outer side of the plate-like second abutting portion that abuts on the base, When the second abutting part is brought into contact with the base and the first abutting part is brought into contact with the left and right portions of the passage in the basic concrete, the reinforcing metal fitting avoids the passage and bypasses the passage. The foundation concrete reinforcing bracket for underfloor construction according to claim 1, wherein the foundation concrete reinforcing bracket is configured to be arranged. 土台を載置した基礎コンクリートの一部を破損し通路を形成して行う床下工事における前記通路を補強する補強金具であって、この補強金具は、前記通路を左右に架設する補強金具本体の両側に前記基礎コンクリートに当接して固定する第1の当て部を設けると共に、この補強金具本体に前記土台に当接して固定する第2の当て部を設け、この第2の当て部を設けた横長な前記補強金具本体の両外側の下方に前記第1の当て部を設けた構成として、第1の当て部を前記基礎コンクリートにおける前記通路の左右の箇所に当接して連結すると共に、前記第2の当て部を前記土台に当接して固定すると、補強金具本体が通路を避けて迂回するようにして配置されるように構成したことを特徴とする床下工事における基礎コンクリート補強金具。   A reinforcing bracket that reinforces the passage in the underfloor work performed by forming a passage by damaging a part of the foundation concrete on which the foundation is placed, and the reinforcing bracket is provided on both sides of the reinforcing bracket body that lays the passage left and right. A first abutting portion that contacts and fixes the foundation concrete is provided, and a second abutting portion that abuts and fixes the base is provided on the reinforcing metal fitting body. As the configuration in which the first abutting portion is provided below both outer sides of the reinforcing metal fitting body, the first abutting portion is in contact with and connected to the left and right portions of the passage in the foundation concrete, and the second A foundation concrete reinforcing bracket for underfloor construction, wherein the reinforcing bracket main body is arranged so as to be detoured while avoiding a passage when the abutting portion is fixed in contact with the base. 前記補強金具本体と、この補強金具本体の両外側の下方に設けられる前記第1の当て部との内角部を、上方へ幅狭となるような傾斜部に形成したことを特徴とする請求項3記載の床下工事における基礎コンクリート補強金具。   The inner corner portion of the reinforcing metal fitting main body and the first abutting portion provided below both outer sides of the reinforcing metal fitting main body is formed as an inclined portion that becomes narrower upward. 3. Foundation concrete reinforcement bracket for underfloor construction described in 3. 前記補強金具にビードを形成すると共に、このビードは前記第1の当て部から前記第2の当て部まで延設する構成としたことを特徴とする請求項1〜4のいずれか1項に記載の床下工事における基礎コンクリート補強金具。   The bead is formed on the reinforcing metal fitting, and the bead is configured to extend from the first contact portion to the second contact portion. Foundation concrete reinforcement brackets for underfloor construction in Japan.
JP2006295977A 2003-03-07 2006-10-31 Foundation concrete reinforcement bracket for underfloor construction Expired - Lifetime JP4205126B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010084413A (en) * 2008-09-30 2010-04-15 Asante Inc Reinforcing structure of foundation concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010084413A (en) * 2008-09-30 2010-04-15 Asante Inc Reinforcing structure of foundation concrete

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