JP4122093B2 - Building frame and its formation method - Google Patents

Building frame and its formation method Download PDF

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JP4122093B2
JP4122093B2 JP25480498A JP25480498A JP4122093B2 JP 4122093 B2 JP4122093 B2 JP 4122093B2 JP 25480498 A JP25480498 A JP 25480498A JP 25480498 A JP25480498 A JP 25480498A JP 4122093 B2 JP4122093 B2 JP 4122093B2
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JP2000087481A (en
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有生 児玉
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有生 児玉
児玉 大
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【0001】
【発明の属する技術分野】
本発明は、コンクリート打設用型枠を用いることなく形成することができる建物躯体とその形成方法に関する。
【0002】
【従来の技術】
従来の建物躯体の形成方法の一例を説明すると、図9に示すように、地盤に所定間隔をおいて立設した複数の縦桟1aと、該各縦桟1aに連結具1bにより上下方向所定間隔をおいて連結した複数の横桟1cとにより支持枠1を形成し、その支持枠1を所要間隔をおいて平行に配置し、その各支持枠1に多数の金属または木合板からなる型枠パネル2aをそれぞれ上下左右に連設することにより、互いに所要間隔をおいて平行にする一対のコンクリート打設用型枠2を組み立てた後、該両型枠2間の間隔を間隔保持金物3により保持した状態で、その両型枠2間にコンクリートモルタル4を打設し、そのコンクリートモルタル4の養生固化後、前記両支持枠1及び両型枠2を解体除去し、固化させたコンクリートモルタル4の表面に塗料を塗布したり、タイルを貼ったりしている。
【0003】
【発明が解決しようとする課題】
上記従来の形成方法では、コンクリート打設用型枠2の組立及び解体除去に手間と時間とがかかり、工事費が高くつく。また、型枠2が木合板により形成されている場合には、数回使用された後、廃棄処分されており、木材乱獲による自然破壊や廃棄処分に伴う公害の発生などの問題が生じている。
【0004】
本発明は、上記問題点に鑑み、コンクリート打設用型枠を用いることなく形成することができる建物躯体とその形成方法を提供することを目的としている。
【0005】
【課題を解決するための手段】
上記目的を達成するための本発明の構成を実施の形態に対応する図面に基づいて説明すると、請求項1記載の建物躯体は、多数のブロック部材6aを水平方向に互いに突き合わせてなるブロック列6Aを順次上方に積み重ね、上下のブロック列6Aを、該両ブロック列6A間にわたって介在し水平方向に延びる金属条材7によって連設して外壁部材6を形成し、この外壁部材6の一対を所要間隔αをおいて対向させて、これら一対の外壁部材6を間隔保持金物8によって連結し、両外壁部材6間にコンクリートモルタル10を打設してなる構成を採用するものである。
【0006】
上記構成によれば、一対の外壁部材6と、その両外壁部材6間に打設されたコンクリートモルタル10とからなり、前記一対の外壁部材6がコンクリート打設用型枠を兼ねているから、従来の金属または木合板からなるコンクリート打設用型枠が不要であって、工期を大幅に短縮することができると共に、工事費を安くすることができる。
【0007】
また、前記各外壁部材6を構成する複数のブロック列6A間に金属条材7が介在されているから、該金属条材7を基準にして各ブロック列6Aを構成する多数のブロック部材6aを水平方向に直線状に整列させることができると共に、その金属条材7により各外壁部材6を補強することができる。
【0008】
更に、間隔保持金物8によって一対の外壁部材6を連結しているから、その両外壁部材6どうしを正確に平行状態にすることができると共に、間隔保持金物8がコンクリートモルタル10内に埋め込まれるから、その間隔保持金物8及び前記金属条材7を介して一対の外壁部材6とその間に打設したコンクリートモルタル10とを強固に一体形成することができる。
【0009】
更にまた本発明は、前記多数のブロック部材6aの上下面に該上下面の全長にわたって横溝12a,12bが形成されると共に、該横溝12a,12bにその横溝12a,12bの全長にわたって更に条溝13a,13bが形成され、前記金属条材7が、帯板状の縦板条片7aと、該縦板条片7aの側面中央から略L字状に折曲して突出する横板片7bとを有し、前記縦板条片7aの上下縁部が上下に対向する両ブロック部材6aの前記条溝13a,13bに嵌入されると共に、前記横板片7bが下側ブロック部材6aの前記横溝12aに嵌入され、その横板片7bに前記間隔保持金物8の端部が連結されてなる構成を採用するものである。
【0010】
上記構成によれば、縦板条片7aの下縁部を下側ブロック部材6aの上面に形成した条溝13aに嵌入させると共に、該縦板条片7aの上縁部に上側ブロック部材6aの下面に形成した条溝13bを嵌合させることにより、上下に対向する両ブロック部材6aを面一状に連設することができる。また、前記縦板条片7aの側面中央から略L字状に折曲して突出する横板片7bが設けられているから、その横板片7bに間隔保持金物8の端部を連結することにより、その間隔保持金物8を介して両外壁部材6の金属条材7どうしを強固に一体連結することができる。
【0011】
請求項記載の建物躯体は、請求項記載の発明において、前記横溝12aの底面にナット部材15が埋め込まれており、前記横板片7b及び前記間隔保持金物8の端部を貫通して前記ナット部材15にボルト20をねじ込むようにしてなる構成を採用するものである。
【0012】
上記構成によれば、ブロック部材6aの横溝12aの底面に埋め込んだナット部材15に横板片7b及び間隔保持金物8の端部を貫通してボルト20をねじ込むだけで、ブロック部材6a、金属条材7及び間隔保持金物8の三者を一体的に確実に連結することができる。
【0013】
請求項記載の建物躯体は、請求項または記載の発明において、前記多数のブロック部材6aの左右両側面に該両側面の全長にわたって縦溝14a,14bが形成され、最下段のブロック列6Aを形成するブロック部材6aに前記縦溝14a,14bに連通する排水溝17が形成されてなる構成を採用するものである。
【0014】
上記構成によれば、コンクリートモルタル10の打設時に、ブロック部材6aの継ぎ目から浸透したコンクリートモルタル10の水分が横溝12a,12b及び縦溝14a,14bを通って最下段のブロック部材6aに形成した排水溝17から排水されるため、ブロック部材6aに水圧がかからず、そのブロック部材6aの強度を確実に保持することができる。また、コンクリートモルタル10から水分が抜けるため、比較的軟らかいコンクリートモルタル10を打設した場合でも、砂、砂利及びセメントを充分に密着させた圧密精度の高いコンクリート壁を形成することができる。
【0015】
請求項記載の建物躯体の形成方法は、多数のブロック部材6aを水平方向に互いに突き合わせてブロック列6Aを形成し、このブロック列6Aを順次上方に積み重ね、この積み重ねの際に上下のブロック列6A間にわたって水平方向に延びる金属条材7を介在させて上下のブロック列6Aを連設し、この上下に連設されたブロック列6Aを外壁部材6として、この外壁部材6の一対を間隔保持金物8によって所要間隔αをおいて対向保持し、この所要間隔αをおいた空間部9にコンクリートモルタル10を打設してなる構成を採用するものである。
【0016】
上記構成によれば、金属または木合板からなるコンクリート打設用型枠を用いることなく、一対の外壁部材6でコンクリートモルタル10をサンドイッチ状に挟んだ三重構造の建物躯体を短期間で効率良く形成することができる。
また同じく請求項4記載の建物躯体の形成方法は、前記多数のブロック部材6aの上下面に該上下面の全長にわたって横溝12a,12bが形成されると共に、該横溝12a,12bにその横溝12a,12bの全長にわたって更に条溝13a,13bが形成され、前記金属条材7が、帯板状の縦板条片7aと、該縦板条片7aの側面中央から略L字状に折曲して突出する横板片7bとを有し、前記縦板条片7aの上下縁部が上下に対向する両ブロック部材6aの前記条溝13a,13bに嵌入されると共に、前記横板片7bが下側ブロック部材6aの前記横溝12aに嵌入され、その横板片7bに前記間隔保持金物8の端部が連結されてなる構成からなるものである。
上記構成によれば、縦板条片7aの下縁部を下側ブロック部材6aの上面に形成した条溝13aに嵌入させると共に、該縦板条片7aの上縁部に上側ブロック部材6aの下面に形成した条溝13bを嵌合させることにより、上下に対向する両ブロック部材6aを面一状に連設することができる。また、前記縦板条片7aの側面中央から略L字状に折曲して突出する横板片7bが設けられているから、その横板片7bに間隔保持金物8の端部を連結することにより、その間隔保持金物8を介して両外壁部材6の金属条材7どうしを強固に一体連結することができる。
【0017】
請求項記載の建物躯体の形成方法は、請求項記載の発明において、前記間隔保持金物8が前記金属条材7に連結されてなる構成を採用するものである。
【0018】
上記構成によれば、間隔保持金物8を金属条材7に連結することにより、一対の外壁部材6とその間に打設したコンクリートモルタル10とを強固に一体形成することができる。
【0019】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。図1〜図4は本発明の実施の一形態である建物躯体を示すものであって、多数のブロック部材6aを水平方向に互いに突き合わせてなるブロック列6Aを順次上方に積み重ね、上下のブロック列6Aを、該両ブロック列6A間にわたって介在し水平方向に延びる金属条材7によって連設して外壁部材6を形成し、この外壁部材6の一対を所要間隔αをおいて対向させて、これら一対の外壁部材6を間隔保持金物8によって連結し、両外壁部材6間の空間部9にコンクリートモルタル10を打設している。
【0020】
上記構成によれば、一対の外壁部材6がコンクリート打設用型枠を兼ねているから、従来行われていた金属または木合板からなるコンクリート打設用型枠2(図9参照)が不要であって、工期を大幅に短縮することができると共に、工事費を安くすることができる。
【0021】
また、積み重ねた複数のブロック列6A間に介在させた金属条材7を基準にして該各ブロック列6Aを構成する多数のブロック部材6aを水平方向に直線状に整列させることができると共に、その金属条材7により各外壁部材6を補強することができる。
【0022】
更に、間隔保持金物8により両外壁部材6どうしを正確に平行状態にすることができると共に、その間隔保持金物8がコンクリートモルタル10内に埋め込まれるから、一対の外壁部材6とその間に打設したコンクリートモルタル10とを強固に一体形成することができる。
【0023】
前記ブロック部材6aは、コンクリートモルタルにより矩形ブロック状に成形されており、図5(a)(b)に示すように、その上下面に該上下面の全長にわたって横溝12a,12bが形成されると共に、該横溝12a,12bの中央部にその横溝12a,12bの全長にわたって更に条溝13a,13bが形成され、その左右両側面に該両側面の全長にわたって横断面略V字状の縦溝14a,14bが形成され、また、前記上面側横溝12aの底面中央部にナット部材15が条溝13aより裏面側に寄って埋め込まれ、更に、前記ブロック部材6aの裏面下端中央部に下面側横溝12bに連通する開口部16が形成され、しかも、図1に示すように、最下段のブロック列6Aを形成するブロック部材6aの両側面下端に表面側から縦溝14a,14bに連通する排水溝17が形成されている。
【0024】
前記金属条材7は、図6に示すように、前記横溝12a,12bの深さとほぼ同一厚さtの鋼板や鉄板などからなる帯板状の縦板条片7aと、該縦板条片7aの長手方向に沿ってブロック部材6aの横幅と同一間隔rをおいてその縦板条片7aの側面中央から略L字状に折曲して突出する複数の横板片7bとを有しており、該各横板片7bの中央部に貫通孔18が貫設されている。
【0025】
前記間隔保持金物8は、図6に示すように、鋼板や鉄板などで帯板状に形成されており、その両端に貫通孔19が貫設されている。なお、両端貫通孔19間の間隔Lが異なる複数種類の間隔保持金物8を製作することにより、両外壁部材6間の間隔αを自在に調整することができる。なお間隔保持金物8は、図1に示すように交互にトラス状に配設することにより一種のトラス張り作用を発揮し、両外壁部材6,6の間隔を強固に保持することができる。
【0026】
上記構成において、図7に示すように、縦板条片7aの下縁部を下側ブロック部材6aの上面に形成した条溝13aに嵌入させると共に、横板片7bを下側ブロック部材6aの上面側横溝12a内に嵌入させ、間隔保持金物8の端部を横板片7b上に載置し、ボルト20を間隔保持金物8及び横板片7bの貫通孔19,18を通ってナット部材15にねじ込むことにより、ブロック部材6a、金属条材7及び間隔保持金物8の三者を一体的に連結し、続いて、前記縦板条片7aの上縁部に上側ブロック部材6aの下面に形成した条溝13bを嵌合させることにより、上下に対向する両ブロック部材6a,6aを突き合わせて面一状に連設することができる。
【0027】
また、コンクリートモルタル10の打設時に、ブロック部材6aの継ぎ目から浸透したコンクリートモルタル10の水分が横溝12a,12b及び縦溝14a,14bを通って最下段のブロック部材6aに形成した排水溝17から排水されるため、ブロック部材6aに水圧がかからず、そのブロック部材6aの強度を確実に保持することができる。また、コンクリートモルタル10から水分が抜けるため、比較的軟らかいコンクリートモルタル10を打設した場合でも、砂、砂利及びセメントを充分に密着させた圧密精度の高いコンクリート壁を形成することができる。
【0028】
建物躯体の形成方法を図8に基づいて説明すると、同図(a)に示すように、多数のブロック部材6aを水平方向に互いに突き合わせて形成してブロック列6Aを形成すると共に、そのブロック列6Aの一対を所要間隔αをおいて平行に配列し、同図(b)に示すように、縦板条片7aの下縁部を前記各ブロック列6Aの条溝13aに嵌入させると共に、横板片7bを各ブロック列6Aの横溝12aに嵌入させ、同図(c)に示すように、複数の間隔保持金物8を両ブロック列6A間にたすき掛け状に架設し、ボルト20を間隔保持金物8及び横板片7bの貫通孔19,18を通ってナット部材15にねじ込むことにより、間隔保持金物8及び金属条材7を介して両ブロック列6Aを一体的に連結し、続いて、同図(d)に示すように、前記縦板条片7aの上縁部に多数のブロック部材6aの下面側条溝13bを嵌合させることにより、2段目のブロック列6Aを形成し、以後同様の手順でブロック列6Aを順次上方に積み重ねて一対の外壁部材6を形成し、その両外壁部材6間の空間部9にコンクリートモルタル10を充填すればよい。
【0029】
【発明の効果】
請求項1記載の発明によれば、一対の外壁部材と、その両外壁部材間に打設されたコンクリートモルタルとからなり、前記一対の外壁部材がコンクリート打設用型枠を兼ねているから、従来の金属または木合板からなるコンクリート打設用型枠が不要であって、工期を大幅に短縮することができると共に、工事費を安くすることができる。
【0030】
また、前記各外壁部材を構成する複数のブロック列間に金属条材が介在されているから、該金属条材を基準にして各ブロック列を構成する多数のブロック部材を水平方向に直線状に整列させることができると共に、その金属条材により各外壁部材を補強することができる。
【0031】
更に、間隔保持金物によって一対の外壁部材を連結しているから、その両外壁部材どうしを正確に平行状態にすることができると共に、間隔保持金物がコンクリートモルタル内に埋め込まれるから、その間隔保持金物及び前記金属条材を介して一対の外壁部材とその間に打設したコンクリートモルタルとを強固に一体形成することができる。
【0032】
請求項2記載の建物躯体によれば、縦板条片の下縁部を下側ブロック部材の上面に形成した条溝に嵌入させると共に、該縦板条片の上縁部に上側ブロック部材の下面に形成した条溝を嵌合させることにより、上下に対向する両ブロック部材を面一状に連設することができる。また、前記縦板条片の側面中央から略L字状に折曲して突出する横板片が設けられているから、その横板片に間隔保持金物の端部を連結することにより、その間隔保持金物を介して両外壁部材の金属条材どうしを強固に一体連結することができる。
【0033】
請求項3記載の建物躯体によれば、ブロック部材の横溝の底面に埋め込んだナット部材に横板片及び間隔保持金物の端部を貫通してボルトをねじ込むだけで、ブロック部材、金属条材及び間隔保持金物の三者を一体的に確実に連結することができる。
【0034】
請求項4記載の建物躯体によれば、コンクリートモルタルの打設時に、ブロック部材の継ぎ目から浸透したコンクリートモルタルの水分が横溝及び縦溝を通って最下段のブロック部材に形成した排水溝から排水されるため、ブロック部材に水圧がかからず、そのブロック部材の強度を確実に保持することができる。また、コンクリートモルタルから水分が抜けるため、比較的軟らかいコンクリートモルタルを打設した場合でも、砂、砂利及びセメントを充分に密着させた圧密精度の高いコンクリート壁を形成することができる。
【0035】
請求項5記載の建物躯体の形成方法によれば、金属または木合板からなるコンクリート打設用型枠を用いることなく、一対の外壁部材でコンクリートモルタルをサンドイッチ状に挟んだ三重構造の建物躯体を短期間で効率良く形成することができる。
【0036】
請求項6記載の建物躯体の形成方法によれば、間隔保持金物を金属条材に連結することにより、一対の外壁部材とその間に打設したコンクリートモルタルとを強固に一体形成することができる。
【図面の簡単な説明】
【図1】 本発明の実施の一形態である建物躯体の斜視図である。
【図2】 同正面図である。
【図3】 図2のA−A矢視図である。
【図4】 図2のB−B矢視図である。
【図5】 (a)は同ブロック部材を表面側から見た斜視図、(b)は同ブロック部材を裏面側から見た斜視図である。
【図6】 同金属条材及び間隔保持金物の斜視図である。
【図7】 図2のC−C拡大矢視図である。
【図8】 (a)〜(d)は同建物躯体の形成手順を示す斜視図である。
【図9】 従来例を示す斜視図である。
【符号の説明】
6 外壁部材
6A ブロック列
6a ブロック部材
7 金属条材
7a 縦板条片
7b 横板片
8 間隔保持金物
9 空間部
10 コンクリートモルタル
12a,12b 横溝
13a,13b 条溝
14a,14b 縦溝
15 ナット部材
17 排水溝
20 ボルト
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a building frame that can be formed without using a concrete casting form and a method for forming the same.
[0002]
[Prior art]
An example of a conventional method for forming a building frame will be described. As shown in FIG. 9, a plurality of vertical beams 1a standing on the ground at predetermined intervals, and predetermined vertical directions by connecting tools 1b to the vertical beams 1a. A support frame 1 is formed by a plurality of horizontal rails 1c connected at intervals, the support frames 1 are arranged in parallel at a required interval, and each of the support frames 1 is a mold made of a number of metals or wood plywood. After assembling a pair of concrete placing molds 2 which are parallel to each other at a required interval by connecting the frame panels 2a vertically and horizontally, the interval between the two mold frames 2 is set to the interval holding metal 3 The concrete mortar 4 is placed between the two molds 2 in a state of being held by the mortar, and after the curing and solidification of the concrete mortar 4, the both support frames 1 and the two molds 2 are dismantled and solidified. 4. Paint the surface of 4 Or, that or put a tile.
[0003]
[Problems to be solved by the invention]
In the above conventional forming method, it takes time and labor to assemble and dismantle the concrete casting form 2 and the construction cost is high. In addition, when the formwork 2 is made of wood plywood, it is used after being used several times and then disposed of, causing problems such as natural destruction due to over-harvesting of wood and pollution caused by disposal. .
[0004]
In view of the above problems, an object of the present invention is to provide a building frame that can be formed without using a concrete casting form and a method for forming the same.
[0005]
[Means for Solving the Problems]
The structure of the present invention for achieving the above object will be described with reference to the drawings corresponding to the embodiments. The building housing according to claim 1 is a block row 6A in which a large number of block members 6a abut each other in the horizontal direction. Are stacked one after another, and the upper and lower block rows 6A are connected to each other by a metal strip 7 extending between the block rows 6A and extending in the horizontal direction to form an outer wall member 6, and a pair of the outer wall members 6 is required. A configuration is adopted in which the pair of outer wall members 6 are connected to each other with an interval α and are connected by an interval holding metal 8 and a concrete mortar 10 is placed between the outer wall members 6.
[0006]
According to the said structure, it consists of a pair of outer wall member 6 and the concrete mortar 10 cast | placed between the both outer wall members 6, Since the said pair of outer wall member 6 serves as a concrete placement form, The conventional formwork for placing concrete made of metal or wood plywood is unnecessary, and the construction period can be greatly shortened and the construction cost can be reduced.
[0007]
In addition, since the metal strip 7 is interposed between the plurality of block rows 6A constituting each of the outer wall members 6, a large number of block members 6a constituting each block row 6A based on the metal strip 7 are provided. The outer wall members 6 can be reinforced by the metal strips 7 while being linearly aligned in the horizontal direction.
[0008]
Further, since the pair of outer wall members 6 are connected by the spacing metal fittings 8, both the outer wall members 6 can be accurately placed in parallel with each other, and the spacing metal fittings 8 are embedded in the concrete mortar 10. The pair of outer wall members 6 and the concrete mortar 10 placed therebetween can be firmly and integrally formed through the gap holding metal 8 and the metal strip 7.
[0009]
Furthermore, in the present invention , horizontal grooves 12a and 12b are formed on the upper and lower surfaces of the plurality of block members 6a over the entire length of the upper and lower surfaces, and the groove 13a is further formed in the horizontal grooves 12a and 12b over the entire length of the horizontal grooves 12a and 12b. , 13b, and the metal strip 7 includes a strip-like vertical plate strip 7a, and a horizontal plate piece 7b protruding from the center of the side surface of the vertical strip 7a in a substantially L shape. And the vertical plate strips 7a are fitted in the strip grooves 13a and 13b of the block members 6a facing each other in the vertical direction, and the horizontal plate piece 7b is inserted into the horizontal groove of the lower block member 6a. 12a is adopted, and a configuration is adopted in which the end of the interval holding metal piece 8 is connected to the horizontal plate piece 7b.
[0010]
According to the above configuration, the lower edge of the vertical plate strip 7a is fitted into the groove 13a formed on the upper surface of the lower block member 6a, and the upper block member 6a is inserted into the upper edge of the vertical plate strip 7a. By fitting the groove 13b formed on the lower surface, both the upper and lower block members 6a can be connected in a flush manner. Moreover, since the horizontal plate piece 7b which bends and protrudes in the substantially L shape from the center of the side surface of the said vertical plate strip 7a is provided, the edge part of the space | interval holding | maintenance hardware 8 is connected with the horizontal plate piece 7b. Thus, the metal strips 7 of the two outer wall members 6 can be firmly and integrally connected via the gap holding hardware 8.
[0011]
The building housing according to claim 2 is the invention according to claim 1 , wherein the nut member 15 is embedded in the bottom surface of the lateral groove 12a, and penetrates through the end portions of the lateral plate piece 7b and the spacing hardware 8. A configuration in which the bolt 20 is screwed into the nut member 15 is employed.
[0012]
According to the above configuration, the block member 6a, the metal strip are simply screwed into the nut member 15 embedded in the bottom surface of the horizontal groove 12a of the block member 6a by passing through the end portions of the horizontal plate piece 7b and the interval holding metal 8 and screwing the bolts 20 therethrough. The three of the material 7 and the interval holding hardware 8 can be reliably connected together.
[0013]
The building housing according to claim 3 is the invention according to claim 1 or 2 , wherein longitudinal grooves 14a and 14b are formed on the left and right side surfaces of the plurality of block members 6a over the entire length of the both side surfaces, and the lowermost block row A configuration is adopted in which drainage grooves 17 communicating with the longitudinal grooves 14a, 14b are formed in the block member 6a forming 6A.
[0014]
According to the said structure, the water | moisture content of the concrete mortar 10 which permeate | transmitted from the joint of the block member 6a at the time of placement of the concrete mortar 10 formed in the lowest block member 6a through the horizontal grooves 12a and 12b and the vertical grooves 14a and 14b. Since the water is drained from the drain groove 17, no water pressure is applied to the block member 6a, and the strength of the block member 6a can be reliably maintained. Moreover, since moisture is removed from the concrete mortar 10, even when a relatively soft concrete mortar 10 is placed, a concrete wall with high compaction accuracy in which sand, gravel and cement are sufficiently adhered can be formed.
[0015]
In the method for forming a building skeleton according to claim 4, a block row 6A is formed by abutting a large number of block members 6a with each other in the horizontal direction, and the block row 6A is sequentially stacked upward. An upper and lower block row 6A is provided continuously with a metal strip 7 extending in the horizontal direction between 6A, and the upper and lower block rows 6A are used as an outer wall member 6, and a pair of the outer wall members 6 is held at a distance. A configuration is adopted in which the hardware 8 is opposed and held at a required interval α, and a concrete mortar 10 is placed in the space 9 having the required interval α.
[0016]
According to the above configuration, a triple structure building frame in which concrete mortar 10 is sandwiched between a pair of outer wall members 6 can be efficiently formed in a short period of time without using a concrete casting form made of metal or wood plywood. can do.
Similarly, in the method for forming a building frame according to claim 4, horizontal grooves 12a and 12b are formed on the upper and lower surfaces of the plurality of block members 6a over the entire length of the upper and lower surfaces, and the horizontal grooves 12a and 12b are formed in the horizontal grooves 12a and 12b. Grooves 13a and 13b are further formed over the entire length of 12b, and the metal strip 7 is bent into a substantially L shape from the center of the side surface of the strip-like vertical strip 7a and the vertical strip 7a. And the vertical plate strips 7a are inserted into the strip grooves 13a and 13b of the block members 6a facing up and down, and the horizontal plate strip 7b The lower block member 6a is inserted into the horizontal groove 12a, and has an arrangement in which the end portion of the distance holding metal piece 8 is connected to the horizontal plate piece 7b.
According to the above configuration, the lower edge of the vertical plate strip 7a is fitted into the groove 13a formed on the upper surface of the lower block member 6a, and the upper block member 6a is inserted into the upper edge of the vertical plate strip 7a. By fitting the groove 13b formed on the lower surface, both the upper and lower block members 6a can be connected in a flush manner. Moreover, since the horizontal plate piece 7b which bends and protrudes in the substantially L shape from the center of the side surface of the said vertical plate strip 7a is provided, the edge part of the space | interval holding | maintenance hardware 8 is connected with the horizontal plate piece 7b. Thus, the metal strips 7 of the two outer wall members 6 can be firmly and integrally connected via the gap holding hardware 8.
[0017]
According to a fifth aspect of the present invention, there is provided a method for forming a building frame in which the interval holding hardware 8 is connected to the metal strip 7 in the fourth aspect of the invention.
[0018]
According to the said structure, by connecting the space | interval holding | maintenance metal piece 8 to the metal strip 7, the pair of outer wall members 6 and the concrete mortar 10 placed therebetween can be formed firmly and integrally.
[0019]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 to 4 show a building skeleton according to an embodiment of the present invention, in which a block row 6A in which a large number of block members 6a are abutted against each other in the horizontal direction is sequentially stacked upward, and the upper and lower block rows are shown. 6A are connected to each other by a metal strip 7 extending between the block rows 6A and extending in the horizontal direction to form an outer wall member 6, and a pair of the outer wall members 6 are opposed to each other at a required interval α. A pair of outer wall members 6 are connected by a space holding metal 8, and concrete mortar 10 is placed in a space portion 9 between both outer wall members 6.
[0020]
According to the above configuration, since the pair of outer wall members 6 also serve as the concrete casting mold, the conventional concrete casting mold 2 made of metal or wood plywood (see FIG. 9) is unnecessary. Therefore, the construction period can be greatly shortened and the construction cost can be reduced.
[0021]
In addition, a large number of block members 6a constituting each block row 6A can be linearly aligned in the horizontal direction with reference to the metal strip 7 interposed between the plurality of stacked block rows 6A. Each outer wall member 6 can be reinforced by the metal strip 7.
[0022]
Furthermore, since both the outer wall members 6 can be accurately placed in parallel with each other by the gap holding metal 8, the gap holding metal 8 is embedded in the concrete mortar 10, so that the pair of outer wall members 6 are placed between them. The concrete mortar 10 can be integrally formed firmly.
[0023]
The block member 6a is formed into a rectangular block shape with concrete mortar, and as shown in FIGS. 5 (a) and 5 (b), transverse grooves 12a and 12b are formed on the upper and lower surfaces over the entire length of the upper and lower surfaces. In the center of the lateral grooves 12a, 12b, further grooves 13a, 13b are formed over the entire length of the lateral grooves 12a, 12b, and vertical grooves 14a having a substantially V-shaped cross section over the entire length of the both side surfaces on the left and right sides. 14b is formed, and a nut member 15 is embedded in the center of the bottom surface of the upper surface side lateral groove 12a closer to the back surface side than the groove 13a. Further, the lower surface side lateral groove 12b is formed in the center of the lower surface lower end of the block member 6a. As shown in FIG. 1, the opening 16 that communicates is formed, and as shown in FIG. 1, the vertical groove 1 is formed on the lower end of both side surfaces of the block member 6a that forms the lowermost block row 6A from the surface side. a, drainage groove 17 which communicates is formed in 14b.
[0024]
As shown in FIG. 6, the metal strip 7 includes a strip-shaped vertical strip 7 a made of a steel plate or an iron plate having a thickness t substantially the same as the depth of the lateral grooves 12 a and 12 b, and the vertical strip. A plurality of horizontal plate pieces 7b protruding in a substantially L shape from the center of the side surface of the vertical plate strip 7a at the same interval r as the horizontal width of the block member 6a along the longitudinal direction of 7a. A through hole 18 is provided in the center of each horizontal plate piece 7b.
[0025]
As shown in FIG. 6, the gap holding metal 8 is formed in a strip shape with a steel plate, an iron plate, or the like, and through holes 19 are provided at both ends thereof. In addition, the space | interval (alpha) between the both outer wall members 6 can be adjusted freely by manufacturing the multiple types of space | interval holding metal object 8 from which the space | interval L between both-ends through-holes 19 differs. In addition, the space | interval holding | maintenance metal object 8 exhibits a kind of truss tension effect by arrange | positioning alternately at truss shape as shown in FIG. 1, and can hold | maintain the space | interval of both the outer wall members 6 and 6 firmly.
[0026]
In the above configuration, as shown in FIG. 7, the lower edge of the vertical strip 7a is fitted into the groove 13a formed on the upper surface of the lower block member 6a, and the horizontal plate 7b is fitted to the lower block member 6a. It fits in the upper surface side lateral groove 12a, the end of the gap holding metal piece 8 is placed on the horizontal plate piece 7b, and the bolt 20 passes through the through holes 19 and 18 of the gap holding metal piece 8 and the horizontal plate piece 7b. 15, the block member 6 a, the metal strip 7, and the spacing member 8 are integrally connected, and then the upper edge of the vertical plate strip 7 a is connected to the lower surface of the upper block member 6 a. By fitting the formed groove 13b, the block members 6a, 6a opposed to each other in the vertical direction can be brought into contact with each other and continuously arranged in a flush manner.
[0027]
Further, when the concrete mortar 10 is placed, the moisture of the concrete mortar 10 that has permeated from the joint of the block member 6a passes through the lateral grooves 12a and 12b and the vertical grooves 14a and 14b from the drain groove 17 formed in the lowermost block member 6a. Since the water is drained, no pressure is applied to the block member 6a, and the strength of the block member 6a can be reliably maintained. Moreover, since moisture is removed from the concrete mortar 10, even when a relatively soft concrete mortar 10 is placed, a concrete wall with high compaction accuracy in which sand, gravel and cement are sufficiently adhered can be formed.
[0028]
The method for forming the building frame will be described with reference to FIG. 8. As shown in FIG. 8A, a block row 6 </ b> A is formed by forming a large number of block members 6 a against each other in the horizontal direction. A pair of 6A is arranged in parallel at a required interval α, and the lower edge of the vertical strip 7a is fitted into the groove 13a of each block row 6A as shown in FIG. The plate piece 7b is fitted into the lateral groove 12a of each block row 6A, and as shown in FIG. 6C, a plurality of spacing holding hardware 8 is laid in a hang-like manner between the both block rows 6A, and the bolts 20 are kept spaced. By screwing into the nut member 15 through the through holes 19 and 18 of the metal piece 8 and the horizontal plate piece 7b, both the block rows 6A are integrally connected through the interval holding metal piece 8 and the metal strip material 7; As shown in FIG. By fitting the lower surface side grooves 13b of a large number of block members 6a to the upper edge portion of the plate strip 7a, a second block row 6A is formed, and thereafter the block row 6A is sequentially raised upward in the same procedure. A pair of outer wall members 6 may be formed by stacking, and the concrete mortar 10 may be filled in the space 9 between the outer wall members 6.
[0029]
【The invention's effect】
According to the invention of claim 1, since it comprises a pair of outer wall members and a concrete mortar placed between the two outer wall members, the pair of outer wall members also serves as a concrete placement form, The conventional formwork for placing concrete made of metal or wood plywood is unnecessary, and the construction period can be greatly shortened and the construction cost can be reduced.
[0030]
Further, since the metal strip is interposed between the plurality of block rows constituting each outer wall member, a large number of block members constituting each block row are linearly formed in the horizontal direction with reference to the metal strip. While being able to arrange, each outer wall member can be reinforced with the metal strip.
[0031]
Further, since the pair of outer wall members are connected by the gap holding hardware, both the outer wall members can be accurately placed in parallel, and the gap holding hardware is embedded in the concrete mortar. In addition, the pair of outer wall members and the concrete mortar placed between them can be firmly and integrally formed through the metal strip.
[0032]
According to the building frame of claim 2, the lower edge of the vertical plate strip is inserted into the groove formed on the upper surface of the lower block member, and the upper block member is inserted into the upper edge of the vertical plate strip. By fitting the groove formed on the lower surface, both the upper and lower opposing block members can be connected in a flush manner. Moreover, since the horizontal plate piece which bends and protrudes in the substantially L shape from the center of the side surface of the said vertical plate strip is provided, by connecting the edge part of a space | interval holding | maintenance hardware to the horizontal plate piece, The metal strips of both outer wall members can be firmly and integrally connected via the spacing metal.
[0033]
According to the building housing of claim 3, the block member, the metal strip material, and the nut member embedded in the bottom surface of the horizontal groove of the block member are simply screwed into the nut member through the end of the horizontal plate piece and the interval holding metal. It is possible to reliably connect the three holding metal pieces together.
[0034]
According to the building frame of claim 4, when the concrete mortar is placed, the moisture of the concrete mortar that has permeated from the joint of the block member is drained from the drainage groove formed in the lowermost block member through the horizontal groove and the vertical groove. Therefore, no water pressure is applied to the block member, and the strength of the block member can be reliably maintained. In addition, since moisture escapes from the concrete mortar, a concrete wall with high compaction accuracy in which sand, gravel and cement are sufficiently adhered can be formed even when a relatively soft concrete mortar is placed.
[0035]
According to the method for forming a building frame according to claim 5, a triple structure building frame in which concrete mortar is sandwiched between a pair of outer wall members without using a concrete casting form made of metal or wood plywood. It can be formed efficiently in a short period of time.
[0036]
According to the method for forming a building frame according to the sixth aspect, the pair of outer wall members and the concrete mortar placed therebetween can be integrally formed firmly by connecting the interval holding hardware to the metal strip.
[Brief description of the drawings]
FIG. 1 is a perspective view of a building skeleton that is an embodiment of the present invention.
FIG. 2 is a front view of the same.
3 is an AA arrow view of FIG.
4 is a BB arrow view of FIG. 2;
5A is a perspective view of the block member as viewed from the front surface side, and FIG. 5B is a perspective view of the block member as viewed from the back surface side.
FIG. 6 is a perspective view of the metal strip and a spacing metal.
7 is a CC enlarged arrow view of FIG. 2;
FIGS. 8A to 8D are perspective views showing a procedure for forming the building housing.
FIG. 9 is a perspective view showing a conventional example.
[Explanation of symbols]
6 Outer wall member 6A Block row 6a Block member 7 Metal strip 7a Vertical strip 7b Horizontal strip 8 Space holding hardware 9 Space 10 Concrete mortar 12a, 12b Lateral groove 13a, 13b Groove 14a, 14b Vertical groove 15 Nut member 17 Drain 20 volt

Claims (5)

多数のブロック部材を水平方向に互いに突き合わせてなるブロック列を順次上方に積み重ね、上下のブロック列を、該両ブロック列間にわたって介在し水平方向に延びる金属条材によって連設して外壁部材を形成し、この外壁部材の一対を所要間隔をおいて対向させて、これら一対の外壁部材を間隔保持金物によって連結し、両外壁部材間にコンクリートモルタルを打設してなる建物躯体であって、前記多数のブロック部材の上下面に該上下面の全長にわたって横溝が形成されると共に、該横溝にその横溝の全長にわたって更に条溝が形成され、前記金属条材が、帯板状の縦板条片と、該縦板条片の側面中央から略L字状に折曲して突出する横板片とを有し、前記縦板条片の上下縁部が上下に対向する両ブロック部材の前記条溝に嵌入されると共に、前記横板片が下側ブロック部材の前記横溝に嵌入され、その横板片に前記間隔保持金物の端部が連結されてなる建物躯体。A block row formed by abutting a large number of block members against each other in the horizontal direction is stacked one on top of the other, and the upper and lower block rows are connected by metal strips extending between the block rows and extending in the horizontal direction to form an outer wall member. A pair of outer wall members facing each other at a required interval, and the pair of outer wall members are connected by a spacing-holding hardware, and a concrete mortar is placed between both outer wall members , A horizontal groove is formed on the upper and lower surfaces of a number of block members over the entire length of the upper and lower surfaces, and a further groove is formed in the horizontal groove over the entire length of the horizontal groove, and the metal strip is a strip-shaped vertical plate strip. And a horizontal plate piece that bends and projects in a substantially L shape from the center of the side surface of the vertical plate strip, and the strips of both block members whose upper and lower edges are vertically opposed to each other. Inserted into the groove Both the transverse plate piece is fitted into the transverse groove of the lower block member, building structures the end of the interval retaining hardware to the transverse plate piece is coupled. 前記横溝の底面にナット部材が埋め込まれており、前記横板片及び前記間隔保持金物の端部を貫通して前記ナット部材にボルトをねじ込むようにしてなる請求項記載の建物躯体。Wherein and nut member is embedded in the bottom of the transverse groove, it said transverse plate piece and through the end of the interval retaining hardware becomes as screwing bolts into the nut member according to claim 1 building structures according. 前記多数のブロック部材の左右両側面に該両側面の全長にわたって縦溝が形成され、最下段のブロック列を形成するブロック部材に前記縦溝に連通する排水溝が形成されてなる請求項または記載の建物躯体。The longitudinal groove over the entire length of the both sides in the left and right side surfaces of the plurality of block members are formed, or claim 1 drainage grooves communicating with the longitudinal groove in the block member forming a block column bottom is formed 2. The building frame described in 2 . 多数のブロック部材を水平方向に互いに突き合わせてブロック列を形成し、このブロック列を順次上方に積み重ね、この積み重ねの際に上下のブロック列間にわたって水平方向に延びる金属条材を介在させて上下のブロック列を連設し、この上下に連設されたブロック列を外壁部材として、この外壁部材の一対を間隔保持金物によって所要間隔をおいて対向保持し、この所要間隔をおいた空間部にコンクリートモルタルを打設してなり、この際、前記多数のブロック部材の上下面に該上下面の全長にわたって横溝が形成されると共に、該横溝にその横溝の全長にわたって更に条溝が形成され、前記金属条材が、帯板状の縦板条片と、該縦板条片の側面中央から略L字状に折曲して突出する横板片とを有し、前記縦板条片の上下縁部が上下に対向する両ブロック部材の前記条溝に嵌入されると共に、前記横板片が下側ブロック部材の前記横溝に嵌入され、その横板片に前記間隔保持金物の端部が連結されてなる建物躯体の形成方法。A number of block members are abutted against each other in the horizontal direction to form a block row, and the block rows are sequentially stacked upward, and the metal blocks extending in the horizontal direction are interposed between the upper and lower block rows during the stacking. Block rows are arranged in series, and the upper and lower block rows are used as outer wall members, and a pair of the outer wall members are held opposite to each other by a spacing holding hardware, and concrete is placed in a space portion with the necessary spacing. mortar Ri Na and Da設and this time, the upper and lower surfaces of the plurality of block members with lateral grooves over the entire length of the upper bottom surface is formed, further grooves over the entire length of the lateral groove in the lateral groove is formed, the The metal strip has a strip-shaped vertical strip, and a horizontal strip protruding from the center of the side surface of the vertical strip in a substantially L shape, and the top and bottom of the vertical strip Edges are paired up and down To together are fitted into the grooves of the two block members, the transverse plate piece is fitted into the transverse groove of the lower block member, the building structures to the ends of the distance maintaining hardware to the transverse plate piece is coupled Forming method. 前記間隔保持金物が前記金属条材に連結されてなる請求項記載の建物躯体の形成方法。The method for forming a building frame according to claim 4, wherein the interval holding hardware is connected to the metal strip.
JP25480498A 1998-09-09 1998-09-09 Building frame and its formation method Expired - Fee Related JP4122093B2 (en)

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