JP2006283449A - Building foundation - Google Patents

Building foundation Download PDF

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JP2006283449A
JP2006283449A JP2005106378A JP2005106378A JP2006283449A JP 2006283449 A JP2006283449 A JP 2006283449A JP 2005106378 A JP2005106378 A JP 2005106378A JP 2005106378 A JP2005106378 A JP 2005106378A JP 2006283449 A JP2006283449 A JP 2006283449A
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wall
shaped frame
concrete
side plates
plate
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Ryoichi Takeda
良一 竹田
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YAMAGATA SHINKO KK
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YAMAGATA SHINKO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a concrete foundation for a building, which is formed of a U-shaped cross-section frame material such as a prefabricated concrete block, and cast-in-place concrete, and which is based on a technological idea quite different from that of a conventional continuous footing or a mat foundation. <P>SOLUTION: A plurality of U-shaped frames, wherein a concrete infilling gap 1d is provided between an outside plate 1a and an inside plate 1b and wherein a communication part 11 for making an internal space 15 communicate with the gap 1d is provided in an opened state in the inside plate 1b, are arranged along a lower edge of an external wall of the building. A U-shaped frame 2 for an inner wall, wherein a concrete infilling gap 2d for an inner wall is provided between both the side plates 2a, and a communication part 11 for making the internal space 15 communicates with the gap 2d is formed in both side plates 2a, is arranged along a lower edge of an internal bearing wall. The cast-in-place concrete is flowed into the gaps 1d and 2d and the internal space 15 and solidified, and the top surface of the cast-in-place concrete is made flush. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、建築物用のコンクリート基礎に関するもので、工場生産されたコンクリートブロックその他の断面U字形の枠材と現場打コンクリートとで形成される建築基礎に関するものである。   The present invention relates to a concrete foundation for a building, and more particularly to a building foundation formed from a concrete block produced in a factory or other U-shaped frame material and on-site cast concrete.

一般住宅等の小規模建築物の基礎には、布基礎とべた基礎とが主に用いられている。布基礎は、建築しようとする住宅等の外壁及び内部耐力壁の下方となる地盤部分に、これらの壁の延在方向に沿って上面を平らにしたコンクリートの畝状の立ち上がり部を形成したものである。べた基礎は、建物の下方の地盤表面全体をコンクリートで覆って底盤を形成し、この底盤上に布基礎の場合と同様なコンクリートの畝状の立ち上がり部を底盤と一体にして形成したものである。両基礎とも、形成された畝状の立ち上がり部の上面に建物の土台が配置され、この土台に柱や垂木が取り付けられる。   Fabric foundations and solid foundations are mainly used for the foundations of small buildings such as ordinary houses. The fabric foundation is a concrete part with a concrete bowl-shaped rising part with the upper surface flattened along the extending direction of these walls on the ground part under the outer wall and internal bearing wall of the house to be built. It is. The solid foundation is formed by covering the entire ground surface below the building with concrete and forming a bottom, and on this bottom, a concrete bowl-like rising part similar to that of the cloth foundation is formed integrally with the bottom. . On both foundations, the foundation of the building is arranged on the upper surface of the formed bowl-shaped rising part, and pillars and rafters are attached to this foundation.

従来、このような布基礎やべた基礎の殆どは、現場打コンクリートで形成されている。即ち、建築しようとする建物の床下部分の内側に適宜土盛りやコンクリート盛りをして、周囲地面より高くした地盤やコンクリート底盤を形成する。次に建物の外壁と内部耐力壁の下方となる部分の地盤ないし底盤上に、現場で2枚の型枠板を所定の間隔を隔てて対向させて立設固定することにより、立ち上がり部を成形するための型枠を組み立て、この型枠にコンクリートを流し込んで上面をこて仕上げするというものである。   Conventionally, most of such cloth foundations and solid foundations are made of cast-in-place concrete. That is, a ground or a concrete floor is appropriately formed inside the lower floor portion of the building to be constructed to form a ground or a concrete bottom that is higher than the surrounding ground. Next, on the ground or bottom of the part below the outer wall of the building and the internal bearing wall, the standing part is formed by standing and fixing two formwork plates facing each other at a predetermined interval on site. Assembling the formwork to do this, pouring concrete into this formwork and finishing the upper surface with a trowel.

しかし、現場打コンクリートは、現場で型枠を組み立てるのに手数がかかり、型枠板を設置する作業者の熟練度により外観に優劣を生じやすく、土台を載置する立ち上がり部上面の平面度が必ずしも十分でないという問題があった。そこで本願出願人は、下記特許文献1及び2において、工場生産されたコンクリートブロックと現場打コンクリートとを組合わせた布基礎やべた基礎を提案している。
特開2003−96792号公報 特開2002−364001号公報
However, it is difficult to assemble the formwork at the site, and the appearance of the cast-in-place concrete tends to be superior or inferior in appearance due to the skill level of the worker who installs the formwork plate. There was a problem that it was not always enough. In view of this, the applicants of the present application have proposed fabric foundations and solid foundations in combination with factory-produced concrete blocks and in-situ concrete in Patent Documents 1 and 2 below.
JP 2003-96792 A JP 2002-364001 A

この発明は、上記で提案した工場生産されたコンクリートブロックと現場打コンクリートとの組合わせ構造の基礎を更に改良かつ拡張して、従来の布基礎やべた基礎とは全く異なる技術思想に基づく建築基礎を提案することを課題としている。   The present invention further improves and expands the foundation of the combined structure of the concrete block produced in the factory and the cast-in-place concrete proposed above, and is based on a technical idea completely different from conventional cloth foundations and solid foundations. It is an issue to propose.

本願請求項1の発明は、外側板1aと内側板1bとの間に外壁用コンクリート充填間隙1dを備え、かつ内側板1bには当該内側板で仕切られる内部空間15と前記充填間隙とを連通する連通部11を開設した、外壁用U形枠の複数個が、建物の外壁下縁に沿って当該ブロックの端部相互を連接して配置され、内壁用コンクリート充填間隙2dを両側板2a、2a間に備え、かつ両側板2a、2aには共に当該側板で仕切られる内部空間15と前記内壁用充填間隙とを連通する連通部11、11を形成した、内壁用U形枠2の複数個が、建物内部の耐力壁下縁に沿って当該ブロックの端部相互を連接して配置されており、前記充填間隙1d、2d及び内部空間15に現場打コンクリートを流入固化してその上面を同一面とした建築基礎を提供することにより、上記課題を解決したものである。   The invention of claim 1 includes an outer wall concrete filling gap 1d between the outer plate 1a and the inner plate 1b, and the inner plate 1b communicates the inner space 15 partitioned by the inner plate with the filling gap. A plurality of outer wall U-shaped frames having a communicating portion 11 are arranged to connect the end portions of the block along the lower edge of the outer wall of the building, and the inner wall concrete filling gap 2d is connected to both side plates 2a, A plurality of inner wall U-shaped frames 2 formed between the two side plates 2a and 2a, and communication portions 11 and 11 are formed on both side plates 2a and 2a to communicate the inner space 15 and the inner wall filling gap. However, the end portions of the block are connected to each other along the lower edge of the bearing wall inside the building, and the cast-in-place concrete is poured into the filling gaps 1d and 2d and the internal space 15 to be solidified. Provide architectural foundations The Rukoto is obtained by solving the above problems.

本願請求項2の発明は、上記請求項1記載の建築基礎における連通部11の形成態様に特徴がある建築基礎に関するもので、前記外壁用U形枠が、丈高い外側板1aと丈低い内側板1bとを備えた断面非対称U形枠であり、前記内壁用U形枠が、前記外壁用U形枠の内側板1bより更に丈低い両側板2a、2aを備えた断面対称U形枠であり、両U形枠が前記内側板の上縁と前記両側板の上縁とを同一高さにして配置され、当該内側板の上方と当該両側板の上方とに、前記外側板と内側板の高さの差に相当する高さの前記連通部11が形成されていることを特徴とする、請求項1記載の建築基礎である。   The invention of claim 2 of the present application relates to a building foundation characterized by the formation aspect of the communication part 11 in the building foundation of claim 1, wherein the U-shaped outer wall has a tall outer plate 1 a and a tall inner side. A cross-sectional asymmetric U-shaped frame including a plate 1b, and the U-shaped frame for inner wall includes a symmetric U-shaped frame having both side plates 2a and 2a that are lower than the inner plate 1b of the U-shaped frame for outer wall. And both U-shaped frames are arranged with the upper edge of the inner plate and the upper edge of the both side plates at the same height, and the outer plate and the inner plate above the inner plate and above the both side plates. The building foundation according to claim 1, wherein the communication portion 11 having a height corresponding to a difference in height is formed.

本願の請求項3の発明は、上記請求項1又は2記載の建築基礎における床下暖房の効率改善を目的とするもので、前記内部空間15の底面並びに外壁用U形枠の内側板外面及び内壁用U形枠の両側板外面に断熱材層13を備えていることを特徴とする、請求項1又は2記載の建築基礎である。   The invention of claim 3 of the present application aims at improving the efficiency of underfloor heating in the building foundation according to claim 1 or 2, wherein the bottom surface of the inner space 15 and the outer surface and inner wall of the inner plate of the U-frame for the outer wall. The building foundation according to claim 1, wherein a heat insulating material layer 13 is provided on the outer surface of both side plates of the U-shaped frame.

上記構造を備えたこの発明の建築基礎は、外壁用U形枠1の複数個を、建築しようとする建物の外壁に沿ってその地盤12b上に外側板1aを外側にしてかつそれらのU形枠1の小口端相互を連接して配置し、内壁用U形枠2の複数個を、建築しようとする建物の内部耐力壁に沿ってその地盤12a上に小口端相互を連接して配置し、これらのU形枠のコンクリート充填間隙1d、2dに鉄筋16及びアンカーボルト17を配置すると共に、これらのU形枠で囲まれた内部空間15に必要に応じて鉄筋16を配置して、更に好ましくは上記内部空間15の底面並びに外壁用U形枠の内側板1bの外面及び内壁用U形枠の両側板2aの外面に断熱材層13を配置した後、上記内部空間15及び充填間隙1d、2dにコンクリートを流し込んで固化させることにより構築される。   The building foundation of the present invention having the above-described structure includes a plurality of outer wall U-shaped frames 1 arranged on the ground 12b along the outer wall of the building to be built, with the outer plate 1a on the outside and their U-shape. The small edge ends of the frame 1 are connected to each other, and a plurality of inner wall U-shaped frames 2 are arranged on the ground 12a along the internal bearing wall of the building to be built. The reinforcing bars 16 and the anchor bolts 17 are arranged in the concrete filling gaps 1d and 2d of these U-shaped frames, and the reinforcing bars 16 are arranged in the internal space 15 surrounded by these U-shaped frames as required. Preferably, after the heat insulating material layer 13 is disposed on the bottom surface of the inner space 15 and the outer surface of the inner plate 1b of the U-frame for outer walls and the outer surfaces of the side plates 2a of the U-frame for inner walls, the inner space 15 and the filling gap 1d are disposed. Pour concrete into 2d It is constructed by.

外壁用U形枠及び内壁用U形枠は、工場生産されたコンクリート枠が適しているが、その他の材料として、プラスチック枠、木枠なども利用できる。特に再生プラスチックや間伐材を利用してU形枠を製造することにより、廃棄されている資源の有効利用を図ることができる。   As the outer wall U-shaped frame and the inner wall U-shaped frame, a factory-produced concrete frame is suitable. However, as other materials, a plastic frame, a wooden frame, or the like can be used. In particular, by using a recycled plastic or thinned wood to produce a U-shaped frame, it is possible to effectively use resources that have been discarded.

建物の外壁の角部は、外壁用U形枠1の幅と略等しい辺長を備えた正方形の底板の隣接2辺に平面L形に外側板1aと同じ高さの側板3aを一体形成した外コーナー枠3や、外壁用U形枠1の幅と略等しい辺長を備えた正方形の底板の隣接2辺に内側板1bと同じ高さの側板4aを一体形成した内コーナー枠4を用いて連接する。   The corners of the outer wall of the building are integrally formed with a side plate 3a having the same height as the outer plate 1a in a plane L shape on two adjacent sides of a square bottom plate having a side length substantially equal to the width of the outer wall U-shaped frame 1. An inner corner frame 4 in which side plates 4a having the same height as the inner plate 1b are integrally formed on two adjacent sides of a square bottom plate having a side length substantially equal to the width of the outer wall U-shaped frame 1 is used. To connect.

また、外壁と内部耐力壁がT型に連接する部分には、例えば内側板1bに内壁用U形枠2のコンクリート充填間隙2dに連なる連通開口1eを設けた外壁用U形枠を用いて、外壁用U形枠のコンクリート充填間隙1dと内壁用U形枠のコンクリート充填間隙2dとが連通されるようにする。建物の内部耐力壁同士がT型に連接する部分にも、同様に側板2aに内壁用U形枠2のコンクリート充填間隙2dに連なる連結開口2eを設けた内壁用U形枠を用いて、連接する内壁用U形枠のコンクリート充填間隙2d相互を連通させることができる。内壁用U形枠2が十字型に連接する部分は、四方の内壁用U形枠の木口端相互を当接させて、それらのコンクリート充填間隙2d相互が連通されるようにする。このような構造により、連接したU形枠1、2のコンクリート充填間隙1d、2d相互を連通して、その中に配置される鉄筋やコンクリートで一体化することが、基礎の強度を確保する上で重要である。   In addition, in the portion where the outer wall and the internal bearing wall are connected to the T shape, for example, an outer wall U-shaped frame provided with a communication opening 1e connected to the concrete filling gap 2d of the inner wall U-shaped frame 2 on the inner plate 1b is used. The concrete filling gap 1d of the outer wall U-shaped frame and the concrete filling gap 2d of the inner wall U-shaped frame are communicated. Similarly, the inner wall bearing walls are connected to the T-shape by using the inner wall U-shaped frame in which the side plate 2a is provided with a connection opening 2e connected to the concrete filling gap 2d of the inner wall U-shaped frame 2. It is possible to allow the concrete filling gaps 2d of the inner wall U-shaped frame to communicate with each other. The portion where the inner wall U-shaped frame 2 is connected in a cross shape brings the ends of the U-shaped frame for the inner wall U-shaped frame into contact with each other so that the concrete filling gaps 2d communicate with each other. With such a structure, the concrete filling gaps 1d and 2d of the U-frames 1 and 2 connected to each other are communicated with each other and integrated with the reinforcing bars and concrete disposed therein, in order to ensure the strength of the foundation. Is important.

なお、浴室やトイレの下部などの床下配管が設けられる部分には、上縁を外壁用U形枠の外側板1aの上縁と同一高さにした断面L形のブロックで当該部分囲んでおき、その囲まれた領域内に上面が周囲より低くなる量のコンクリートを流し込んで、基礎上面に配管用の凹所を形成する。   It should be noted that the portion where the underfloor pipe is provided, such as the lower part of the bathroom or toilet, is surrounded by an L-shaped block whose upper edge is flush with the upper edge of the outer plate 1a of the outer wall U-shaped frame. The concrete is poured into the enclosed area so that the upper surface is lower than the surrounding area, and a recess for piping is formed on the upper surface of the foundation.

この発明の建築基礎は、工場生産されたコンクリートブロックその他の材料からなるU形枠を現場打コンクリートの型枠として用いるので、強固で寸法の正確な基礎を容易に構築できるという効果がある。そして、この発明のコンクリート基礎は、外壁用U形枠1及び内壁用U形枠2のコンクリート充填間隙1d、2dに鉄筋コンクリートの地中梁が形成され、またこの地中梁の幅方向の厚さを厚くでき、全体重量も増し、基礎としての安定性が極めて高い。更に地中梁の幅を厚くできることから、梁の鉄筋をダブルにすることができ、基礎に高い強度を付与できる。   The building foundation of the present invention uses a U-shaped frame made of factory-produced concrete blocks or other materials as a formwork for cast-in-place concrete, and therefore has an effect that a strong and accurate foundation can be easily constructed. In the concrete foundation of the present invention, underground beams of reinforced concrete are formed in the concrete filling gaps 1d and 2d of the U-shaped frame 1 for the outer wall and the U-shaped frame 2 for the inner wall, and the thickness in the width direction of the underground beam. Can be made thicker, the overall weight is increased, and the basic stability is extremely high. Furthermore, since the width of the underground beam can be increased, the rebar of the beam can be doubled and high strength can be imparted to the foundation.

更に、基礎の上面がフラットなので、上屋の築造作業が安全に行える。また、床下空間が少ないので、床暖房をする場合の熱効率が良く、特に床下となる内部空間15に断熱層13を設けることにより、効果的な床暖房が可能であるという効果がある。   Furthermore, since the upper surface of the foundation is flat, the construction work of the roof can be performed safely. Moreover, since there is little underfloor space, the thermal efficiency in the case of floor heating is good, and there is an effect that effective floor heating is possible by providing the heat insulating layer 13 in the internal space 15 that is particularly under the floor.

以下、図面を参照してこの発明を更に説明する。図1はこの発明の方法で構築された建築基礎の部分断面図である。建物の床下部分となる領域は、建物の外壁に沿って配置した外壁用U形枠1で囲まれ、その内側の建物の内部耐力壁を設ける部分に、内壁用U形枠2が配置されている。   The present invention will be further described below with reference to the drawings. FIG. 1 is a partial cross-sectional view of a building foundation constructed by the method of the present invention. The area that becomes the lower floor part of the building is surrounded by the U-shaped frame 1 for the outer wall arranged along the outer wall of the building, and the U-shaped frame 2 for the inner wall is arranged in the part where the inner bearing wall of the building is provided. Yes.

図示実施形態の外壁用U形枠1及び内壁用U形枠2は、両側の側板1a、1b及び2a、2aの下縁を底板1c、2cで一体に連結した所定長の断面U字形コンクリートブロックで、両側板1a、1b及び2a、2aの間に所定間隔のコンクリート充填間隙1d、2dを備えている。外壁用U形枠1の内側の側板(内側板)1bは、外側の側板(外側板)1aより丈が低く、低くなった上縁の上部が外壁用U形枠1で仕切られた内部空間15に連通する連通部11となっている。内壁用U形枠2の側板2a、2aは、外壁用U形枠の内側板1bより更に高さが低い。内壁用U形枠2は、その側板2a、2aの上縁が外壁用U形枠の内側板1bの上縁と等しい高さとなるように設置され、その上縁上部に、内壁用U形枠2で仕切られた内部空間15に連通する連通部11が形成される。   The U-shaped frame 1 for the outer wall and the U-shaped frame 2 for the inner wall of the illustrated embodiment are a U-shaped concrete block having a predetermined length in which the lower edges of the side plates 1a, 1b and 2a, 2a on both sides are integrally connected by the bottom plates 1c, 2c. Thus, concrete filling gaps 1d and 2d having predetermined intervals are provided between the side plates 1a and 1b and 2a and 2a. The inner side plate (inner plate) 1b of the outer wall U-shaped frame 1 is lower in length than the outer side plate (outer plate) 1a, and the upper part of the lower upper edge is partitioned by the outer wall U-shaped frame 1 15 is a communication section 11 that communicates with 15. The side plates 2a and 2a of the inner wall U-shaped frame 2 are lower in height than the inner plates 1b of the outer wall U-shaped frame. The inner wall U-shaped frame 2 is installed so that the upper edges of the side plates 2a and 2a are at the same height as the upper edge of the inner wall 1b of the outer wall U-shaped frame. A communication portion 11 that communicates with the internal space 15 partitioned by 2 is formed.

内壁用U形枠2は、地表面GLを浅く掘削して、上面を地表面GLと略同一高さとした砕石層12a上にモルタル層18を介して配置する。外壁用U形枠1は、建物の外壁に沿って地表面GLを掘削し、内側板1bの上縁が前記のように配置した内壁用U形枠の側板2aの上縁と同一高さとなるように敷設した砕石層12b上にモルタル層18を介して配置する。   The inner wall U-shaped frame 2 is excavated shallowly on the ground surface GL, and is disposed on the crushed stone layer 12a having the upper surface substantially the same height as the ground surface GL via the mortar layer 18. The outer wall U-shaped frame 1 excavates the ground surface GL along the outer wall of the building, and the upper edge of the inner plate 1b is flush with the upper edge of the side plate 2a of the inner wall U-shaped frame arranged as described above. It arrange | positions through the mortar layer 18 on the crushed stone layer 12b laid in this way.

外壁用U形枠1は、それらの長手端相互を連接して、建物の床下となる部分を囲むように配置する。外壁の角部は、図2(a)、(b)に示すように、外壁用U形枠1の幅と略等しい辺長の正方形の底板の隣接する両辺に、外側板1a又は内側板1bと同じ高さの側板3a、4aを平面L形に一体成形した外コーナーブロック3及び内コーナーブロック4を用いて連結する。   The outer wall U-shaped frame 1 is arranged so that the longitudinal ends thereof are connected to each other so as to surround a portion that is under the floor of the building. As shown in FIGS. 2 (a) and 2 (b), the outer wall 1a or the inner plate 1b is formed on both sides of a square bottom plate having a side length substantially equal to the width of the outer wall U-shaped frame 1 as shown in FIGS. Are connected using an outer corner block 3 and an inner corner block 4 which are integrally molded in a plane L shape.

内壁用U形枠2は、それらの長手端相互を連接して、建物の内側耐力壁の下になる部分に配置する。内壁用U形枠2の長手端が外壁用U形枠1の側面に当接する部分には、図3に示すように、内側板1bに内壁用U形枠のコンクリート充填間隙2dに連通する連通開口1eを設けた外壁用U形枠1を用い、当該連通開口1eとこれに当接する内壁用U形枠のコンクリート充填間隙2dが連通するようにして連接する。内側U形枠2相互が平面T形に連接する部分も、図4に示すように、側壁2aに内壁用U形枠のコンクリート充填間隙2dに連通する連通開口2eを設けた内壁用U形枠2を用い、当該連通開口2eとこれに当接する内壁用U形枠のコンクリート充填間隙2dが連通するようにして連接する。内壁用U形枠2相互が平面十字形に交差する部分は、図5に示すように、四方の内壁用U字枠2の長手端相互を突合わせて、それらのコンクリート充填間隙2d相互を連通させる。   The inner wall U-shaped frame 2 is arranged at a portion below the inner bearing wall of the building by connecting the long ends thereof. As shown in FIG. 3, the inner wall 1b communicates with the concrete filling gap 2d of the inner wall U-shaped frame at the portion where the longitudinal end of the inner wall U-shaped frame 2 contacts the side surface of the outer wall U-shaped frame 1. The outer wall U-shaped frame 1 provided with the opening 1e is used for connection so that the communication opening 1e and the concrete filling gap 2d of the inner wall U-shaped frame contacting the communication opening 1e communicate with each other. As shown in FIG. 4, the portion where the inner U-shaped frame 2 is connected to the plane T shape also has a U-shaped frame for the inner wall provided with a communication opening 2e communicating with the concrete filling gap 2d of the U-shaped frame for the inner wall on the side wall 2a. 2, the communication opening 2e and the concrete filling gap 2d of the U-frame for the inner wall in contact with the communication opening 2e communicate with each other. As shown in FIG. 5, the U-frames 2 for the inner walls intersect each other in a plane cross shape, but the long ends of the U-frames 2 for the inner walls of the four sides face each other, and the concrete filling gaps 2d communicate with each other. Let

そして、外壁用U形枠1及び内壁用U形枠2で囲まれた内部空間15に低い盛土をして、当該空間を包囲するU形枠の側壁に断熱マット13を沿わせた状態で、その盛土の上に砕石12cを敷き、更にその上に上面14が内壁用U形枠の側板2aの上縁及び外壁用U形枠の内側板1bの上縁と等しい高さとなるように、断熱マット13を敷設する。   And, in a state where a low embankment is made in the internal space 15 surrounded by the U-shaped frame 1 for the outer wall and the U-shaped frame 2 for the inner wall, the heat insulating mat 13 is placed along the side wall of the U-shaped frame surrounding the space. Insulate so that the crushed stone 12c is laid on the embankment, and the upper surface 14 has a height equal to the upper edge of the side plate 2a of the inner wall U-shaped frame and the upper edge of the inner wall 1b of the outer wall U-shaped frame. The mat 13 is laid.

次に外壁用U形枠1及び内壁用U形枠2の両側板間に形成されているコンクリート充填間隙1d、2dにダブルの、すなわち梁の幅方向に間隔を開けて2本並べた鉄筋16を配置し、このダブルの鉄筋の間にアンカーボルト17を配置し、更に必要に応じてこれらのブロックで囲まれた内部空間15にも鉄筋16を配置して、当該間隙1d、2d及び内部空間15に現場打コンクリート19を打設し、当該コンクリートの上面が外壁用U形枠の外側板1aの上縁と同一高さになるように均し、コンクリートを固化させる。   Next, the reinforcing bars 16 that are doubled in the concrete filling gaps 1d and 2d formed between the both side plates of the U-shaped frame 1 for the outer wall and the U-shaped frame 2 for the inner wall, that is, arranged with a gap in the beam width direction. The anchor bolts 17 are disposed between the double reinforcing bars, and the reinforcing bars 16 are also disposed in the inner space 15 surrounded by these blocks as necessary, and the gaps 1d, 2d and the inner space are arranged. 15 is casted in place, and the concrete upper surface is leveled with the upper edge of the outer plate 1a of the outer wall U-shaped frame to solidify the concrete.

流し込んだコンクリートが固化したら、外壁用U形枠1及び内壁用U形枠2の上部となる部分に土台20をアンカーボルト17で固定し、その土台間に大引21を渡して、以下、従来方法と同様にして建物を建築する。   When the poured concrete is solidified, the base 20 is fixed to the upper part of the outer wall U-shaped frame 1 and the inner wall U-shaped frame 2 with the anchor bolts 17, and the fork 21 is passed between the bases. Build the building in the same way as the method.

なお上記実施形態は、外壁用U形枠の内側板1b及び内壁用U形枠の両側板2a、2aの上縁の高さが外壁用U形枠の外側板1aの上縁より、鉄筋を配置可能な程度に低くなるようにU形枠を配置することで、外壁用U形枠の充填間隙1d及び内壁用U形枠の充填間隙2dとこれらに囲まれた内部空間15との間に現場打コンクリートが充填される連通部11を形成しているが、外壁用U形枠の内側板1b及び内壁用U形枠の両側板2a、2aに上縁を切欠いた窓を設けて連通部11とすることもできる。要は、外壁用U形枠1及び内壁用U形枠を所定の配置高さで配置したときに、ブロック1、2の充填間隙1d、2dとこれらで囲まれた内部空間15との間に鉄筋と現場打コンクリートで強固に一体化できるような連通部が形成されればよい。しかしこのような窓を設ける場合でも、基礎の上面を平坦にできるように、外壁用U形枠の内側板の上縁及び内壁用U形枠の側板の上縁は、外壁用U形枠の外側板の上縁より低くするのが、現場での施工作業が容易になる点で望ましい。   In the above-described embodiment, the height of the upper edge of the inner plate 1b of the outer wall U-shaped frame and the side plates 2a, 2a of the inner wall U-shaped frame is greater than the upper edge of the outer plate 1a of the outer wall U-shaped frame. By disposing the U-shaped frame so as to be low enough to be disposed, the filling gap 1d of the U-shaped frame for the outer wall and the filling gap 2d of the U-shaped frame for the inner wall and the inner space 15 surrounded by these are filled. A communication part 11 filled with cast-in-place concrete is formed, but a window with a notched upper edge is provided on the inner plate 1b of the U-frame for the outer wall and both side plates 2a, 2a of the U-frame for the inner wall. 11 can also be used. In short, when the outer wall U-shaped frame 1 and the inner wall U-shaped frame are arranged at a predetermined arrangement height, the filling gaps 1d and 2d of the blocks 1 and 2 and the inner space 15 surrounded by them are between. It is only necessary to form a communication portion that can be firmly integrated with the reinforcing bar and the cast-in-place concrete. However, even when such a window is provided, the upper edge of the inner plate of the U-shaped frame for the outer wall and the upper edge of the side plate of the U-shaped frame for the inner wall of the U-shaped frame for the outer wall are provided so that the upper surface of the foundation can be made flat. It is desirable to make it lower than the upper edge of the outer plate in view of facilitating construction work on site.

この発明の建築基礎の一例を示す部分断面図Partial sectional view showing an example of the building foundation of this invention 外壁角部に用いる外コーナー枠及び内コーナー枠の一例を示す斜視図The perspective view which shows an example of the outer corner frame used for an outer wall corner | angular part, and an inner corner frame 外壁用U形枠に内壁用U形枠が連接する部分の構造例を示す斜視図The perspective view which shows the structural example of the part which the U-shaped frame for inner walls connects with the U-shaped frame for outer walls 内壁用U形枠相互が平面T形に連接する部分の構造例を示す斜視図The perspective view which shows the structural example of the part which U-shaped frame for inner walls connects with the plane T shape 内壁用U形枠相互が平面十形に連接する部分の構造例を示す斜視図The perspective view which shows the structural example of the part which U-shaped frame for inner walls connects with a plane decagon

符号の説明Explanation of symbols

1 外壁用U形枠
1a 外側板
1b 内側板
1d 外壁用コンクリート充填間隙
2a 両側板
2d 内壁用コンクリート充填間隙
15 内部空間
11 連通部
13 断熱マット
1 U-shaped frame for outer wall
1a Outer plate
1b Inner plate
1d Concrete filling gap for outer wall
2a Both side plates
2d Concrete filling gap for inner wall
15 Internal space
11 Communication part
13 Thermal insulation mat

Claims (3)

外側板(1a)と内側板(1b)との間に外壁用コンクリート充填間隙(1d)を備え、かつ内側板(1b)には当該内側板で仕切られる内部空間(15)と前記充填間隙とを連通する連通部(11)を開設した、外壁用U形枠の複数個が、建物の外壁下縁に沿って当該ブロックの端部相互を連接して配置され、内壁用コンクリート充填間隙(2d)を両側板(2a,2a)間に備え、かつ両側板(2a,2a)には共に当該側板で仕切られる内部空間(15)と前記内壁用充填間隙とを連通する連通部(11,11)を形成した、内壁用U形枠(2)の複数個が、建物内部の耐力壁下縁に沿って当該ブロックの端部相互を連接して配置されており、前記充填間隙(1d,2d)及び内部空間(15)に現場打コンクリートを流入固化してその上面を同一面とした、建築基礎。   An outer wall concrete filling gap (1d) is provided between the outer plate (1a) and the inner plate (1b), and the inner plate (1b) has an internal space (15) partitioned by the inner plate and the filling gap. A plurality of U-frames for outer walls, which are connected to each other, are arranged by connecting the ends of the blocks along the lower edge of the outer wall of the building, and the concrete filling gap (2d ) Between both side plates (2a, 2a), and the both side plates (2a, 2a) are both communicating portions (11, 11) that communicate the internal space (15) partitioned by the side plates with the filling gap for the inner wall. A plurality of inner wall U-shaped frames (2) are arranged along the lower edge of the load-bearing wall inside the building, and the ends of the blocks are connected to each other, and the filling gaps (1d, 2d ) And the internal space (15). 前記外壁用U形枠が、丈高い外側板(1a)と丈低い内側板(1b)とを備えた断面非対称U形枠であり、前記内壁用U形枠が、前記外壁用U形枠の内側板(1b)より更に丈低い両側板(2a,2a)を備えた断面対称U形枠であり、両U形枠が前記内側板の上縁と前記両側板の上縁とを同一高さにして配置され、当該内側板の上方と当該両側板の上方とに、前記外側板と内側板の高さの差に相当する高さの前記連通部(11)が形成されている、請求項1記載の建築基礎。   The outer wall U-shaped frame is a cross-sectional asymmetric U-shaped frame having a tall outer plate (1a) and a low-length inner plate (1b), and the inner wall U-shaped frame is the outer wall U-shaped frame. It is a U-shaped frame with symmetrical cross sections with lower side plates (2a, 2a) lower than the inner plate (1b), and both U-shaped frames are flush with the upper edge of the inner plate and the upper edge of the both side plates. The communication portion (11) having a height corresponding to a difference in height between the outer plate and the inner plate is formed above the inner plate and above the both side plates. 1 architectural foundation. 前記内部空間(15)の底面並びに外壁用U形枠の内側板外面及び内壁用U形枠の両側板外面に断熱材層(13)を備えている、請求項1又は2記載の建築基礎。
The building foundation according to claim 1 or 2, further comprising a heat insulating material layer (13) on a bottom surface of the internal space (15), an inner plate outer surface of the outer wall U-shaped frame, and both side plates of the inner wall U-shaped frame.
JP2005106378A 2005-04-01 2005-04-01 Building foundation Pending JP2006283449A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7628248B2 (en) 2021-04-09 2025-02-10 合同会社無限 Precast concrete base material for forming a mat foundation, a molding device for molding the precast concrete base material, a method for molding the precast concrete base material using the molding device, and a method for forming a mat foundation using the precast concrete base material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7628248B2 (en) 2021-04-09 2025-02-10 合同会社無限 Precast concrete base material for forming a mat foundation, a molding device for molding the precast concrete base material, a method for molding the precast concrete base material using the molding device, and a method for forming a mat foundation using the precast concrete base material

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