JP2000087481A - Building frame and method for forming the same - Google Patents
Building frame and method for forming the sameInfo
- Publication number
- JP2000087481A JP2000087481A JP25480498A JP25480498A JP2000087481A JP 2000087481 A JP2000087481 A JP 2000087481A JP 25480498 A JP25480498 A JP 25480498A JP 25480498 A JP25480498 A JP 25480498A JP 2000087481 A JP2000087481 A JP 2000087481A
- Authority
- JP
- Japan
- Prior art keywords
- block
- members
- groove
- metal
- horizontal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[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。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building frame that can be formed without using a concrete casting formwork and a method of forming the same.
【0002】[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。2. Description of the Related Art An example of a conventional method for forming a building frame will be described. As shown in FIG. 9, a plurality of vertical bars 1a are erected at predetermined intervals on the ground, and a connecting member is attached to each of the vertical bars 1a. 1b, a plurality of horizontal rails 1c connected at predetermined intervals in the vertical direction
To form a support frame 1, the support frames 1 are arranged in parallel at a required interval, and a plurality of form panels 2 a made of metal or wood plywood are connected to each support frame 1 vertically and horizontally. In this way, after assembling a pair of concrete placing molds 2 that are parallel to each other at a required interval, the two molds 2 are held in a state where the interval between the two molds 2 is held by the interval holding metal 3. A concrete mortar 4 is poured in between, and after the concrete mortar 4 is cured and solidified, the support frame 1 and the form frames 2 are dismantled and removed, and a paint is applied to the surface of the solidified concrete mortar 4, Or stick it.
【0003】[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。In the above-mentioned conventional forming method, it takes time and effort to assemble and disassemble and remove the concrete casting formwork 2, and the construction cost is high. Also, form 2
When is made of wood plywood, it is used and discarded after being used several times, causing problems such as natural destruction due to over-exploitation of timber and pollution caused by disposal.
【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。[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 formwork and a method of forming the same.
【0005】[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。The construction of the present invention for achieving the above object will be described with reference to the drawings corresponding to the embodiments. In the building frame according to the first embodiment, a large number of block members 6a are horizontally arranged. The block rows 6A that abut each other in the direction are sequentially stacked upward, and the upper and lower block rows 6A are stacked.
Are formed continuously by a metal strip 7 interposed between the two block rows 6A and extending in the horizontal direction to form an outer wall member 6. A pair of the outer wall members 6 are opposed to each other at a required interval α, and Outer wall members 6 are connected by a spacing metal fitting 8, and a concrete mortar 10 is provided between the outer wall members 6.
Is adopted.
【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。According to the above configuration, the pair of outer wall members 6
Since the concrete mortar 10 is cast between the outer wall members 6 and the pair of outer wall members 6 also serve as a concrete casting mold, a concrete casting mold made of a conventional metal or wood plywood is used. Since no frame is required, the construction period can be greatly reduced, and the construction cost can be reduced.
【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。Further, since the metal strip 7 is interposed between the plurality of block rows 6A constituting each outer wall member 6,
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 members 7, and the outer wall members 6 can be reinforced by the metal strip members 7. it can.
【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。Further, since the pair of outer wall members 6 are connected to each other by the spacing metal fittings 8, the two outer wall members 6 can be exactly parallel to each other, and the spacing metal fittings 8 can be placed in the concrete mortar 10. Since it is embedded, the pair of outer wall members 6 and the concrete mortar 10 cast between them can be firmly and integrally formed via the metal holding member 8 and the metal strip 7.
【0009】請求項2記載の建物躯体は、請求項1記載
の発明において、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12
a,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1
3a,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。According to a second aspect of the present invention, in the structure of the first aspect, lateral 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 lateral grooves 12a and 12b are formed. 12b has the lateral groove 12
The grooves 13a, 13b are further formed over the entire length of the metal strips 7a, 12b, and the metal strips 7 are strip-shaped vertical strips 7a.
And a horizontal plate 7b that is bent and projected in a substantially L-shape from the center of the side surface of the vertical plate 7a, and the upper and lower edges of the vertical plate 7a are vertically opposed to each other. 6a, said groove 1
3a, 13b, the horizontal plate piece 7b is fitted into the horizontal groove 12a of the lower block member 6a, and the horizontal plate piece 7b is connected to the end of the spacing metal member 8. Is what you do.
【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。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 is inserted into the upper edge of the vertical plate strip 7a. By fitting the groove 13b formed on the lower surface of the member 6a, the two vertically opposing block members 6a can be connected in a plane. In addition, since the horizontal plate 7b is provided with a horizontal plate 7b which is bent and projected in a substantially L-shape from the center of the side surface of the vertical plate strip 7a, the space holding metal 8 is attached to the horizontal plate 7b.
Are connected to each other, the metal strips 7 of the outer wall members 6 can be firmly and integrally connected to each other via the space holding hardware 8.
【0011】請求項3記載の建物躯体は、請求項2記載
の発明において、前記横溝12aの底面にナット部材1
5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。According to a third aspect of the present invention, in the invention of the second aspect, the nut member 1 is provided on a bottom surface of the lateral groove 12a.
5 is embedded, and a bolt 20 is screwed into the nut member 15 through an end of the horizontal plate piece 7b and the end of the spacing metal member 8.
【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7
b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。According to the above construction, the nut plate 15 embedded in the bottom surface of the lateral groove 12a of the block member 6a has
The block member 6a, the metal strip 7 and the spacing member 8 can be integrally and reliably connected simply by screwing the bolt 20 through the end of the b and the spacing member 8.
【0013】請求項4記載の建物躯体は、請求項2また
は3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。According to a fourth aspect of the present invention, in the invention of the second or third aspect, the plurality of block members 6a are provided.
Longitudinal grooves 14a on both left and right sides of the
14b is formed, and a drain member 17 communicating with the vertical grooves 14a and 14b is formed in a block member 6a forming a lowermost block row 6A.
【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,12
b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。According to the above construction, when the concrete mortar 10 is cast, the moisture of the concrete mortar 10 that has permeated from the joint of the block member 6a is filled with the lateral grooves 12a, 12a.
b and the vertical grooves 14a and 14b, the water is drained from the drain groove 17 formed in the lowermost block member 6a, so that no water pressure is applied to the block member 6a and the block member 6a
Can be reliably maintained. In addition, since water escapes from the concrete mortar 10, even when a relatively soft concrete mortar 10 is cast, sand,
It is possible to form a concrete wall with high compaction accuracy in which the gravel and cement are sufficiently adhered.
【0015】請求項5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6
A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。According to a fifth aspect of the present invention, a plurality of block members 6a are horizontally butted against each other to form a block row 6A, and the block rows 6A are sequentially stacked on top of each other. Block sequence 6
The upper and lower block rows 6A are continuously provided with metal strips 7 extending in the horizontal direction across the space A, and the upper and lower block rows 6A are used as the outer wall members 6, and the outer wall members 6 are provided.
Are held opposite to each other at a required interval α by a spacing metal member 8, and a concrete mortar 10 is cast in a space 9 having the required interval α.
【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。According to the above construction, a triple-structure building frame in which the concrete mortar 10 is sandwiched between the pair of outer wall members 6 can be formed in a short time without using a concrete casting formwork made of metal or wood plywood. It can be formed efficiently.
【0017】請求項6記載の建物躯体の形成方法は、請
求項5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。According to a sixth aspect of the present invention, there is provided a method of forming a building frame according to the fifth aspect, wherein the spacing metal member 8 is connected to the metal strip 7.
【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。According to the above configuration, by connecting the spacing metal member 8 to the metal strip 7, the pair of outer wall members 6 and the concrete mortar 10 cast therebetween can be firmly and integrally formed.
【0019】[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。Embodiments of the present invention will be described below with reference to the drawings. FIGS. 1 to 4 show a building frame according to an embodiment of the present invention, in which a plurality of block members 6a are horizontally stacked in a row, and block rows 6A are sequentially stacked on top of each other. 6A
Are formed continuously by a metal strip 7 interposed between the two block rows 6A and extending in the horizontal direction to form an outer wall member 6. A pair of the outer wall members 6 are opposed to each other at a required interval α, and The outer wall members 6 are connected by a spacing metal fitting 8, and a concrete mortar 10 is cast in a space 9 between the outer wall members 6.
【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。According to the above construction, since the pair of outer wall members 6 also serve as the concrete casting formwork, the concrete casting formwork 2 made of metal or wood plywood, which has been conventionally performed (see FIG. 9). Is unnecessary, and the construction period can be greatly reduced, and the construction cost can be reduced.
【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6
A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。Each of the block rows 6A is arranged on the basis of the metal strip 7 interposed between the plurality of stacked block rows 6A.
A large number of block members 6a constituting A can be linearly aligned in the horizontal direction, and the outer wall members 6 can be reinforced by the metal strips 7.
【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。Further, both outer wall members 6 are provided by the spacing metal member 8.
Since the metal members can be exactly parallel to each other and the spacing metal pieces 8 are embedded in the concrete mortar 10, the pair of outer wall members 6 and the concrete mortar 10 cast between them are firmly and integrally formed. Can be.
【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,12
b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6
a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。The block member 6a is formed into a rectangular block shape using concrete mortar.
(A) As shown in (b), lateral grooves 12a and 12b are formed on the upper and lower surfaces over the entire length of the upper and lower surfaces.
The lateral grooves 12a, 12b are provided at the center of the lateral grooves 12a, 12b.
Further, groove grooves 13a, 13b are formed over the entire length of b, vertical grooves 14a, 14b having a substantially V-shaped cross section are formed on both left and right side surfaces thereof, and the bottom surface of the upper side groove 12a is formed. A nut member 15 is embedded at the center toward the back side from the groove 13a, and an opening 16 communicating with the lower side lateral groove 12b is formed at the center of the lower end of the back surface of the block member 6a. As shown, the block members 6 forming the lowermost block row 6A
A drain groove 17 communicating with the vertical grooves 14a and 14b from the front surface side is formed at the lower end of both sides of "a".
【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。As shown in FIG. 6, the metal strip 7 includes a strip-shaped vertical plate strip 7a made of a steel plate or an iron plate having a thickness t substantially equal to the depth of the lateral grooves 12a and 12b. A plurality of horizontal plate pieces 7b which are bent 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 width of the block member 6a along the longitudinal direction of the plate strip 7a; And a through hole 18 is provided in the center of each of the horizontal plate pieces 7b.
【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1
9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。As shown in FIG. 6, the spacing metal member 8 is formed in a strip shape from a steel plate or an iron plate, and has through holes 19 at both ends. In addition, both ends through hole 1
By manufacturing a plurality of types of the spacing metal fittings 8 having different spacings L between the spacings 9, the spacing α between the outer wall members 6 can be freely adjusted. In addition, as shown in FIG. 1, the spacing metal pieces 8 are alternately arranged in a truss shape to exert a kind of truss tensioning function, and can firmly hold the gap between the outer wall members 6 and 6.
【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19,1
8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6
a,6aを突き合わせて面一状に連設することができ
る。In the above structure, as shown in FIG. 7, 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 horizontal plate strip 7b is connected to the lower block. Fit into the upper surface side groove 12a of the member 6a,
The end of the spacing metal piece 8 is placed on the horizontal plate piece 7b, and the bolt 20 is inserted into the through holes 19, 1 of the spacing metal piece 8 and the horizontal plate piece 7b.
8 and screwed into the nut member 15 to integrally connect the three members of the block member 6a, the metal strip 7 and the spacing metal fitting 8, and then to the upper edge of the vertical plate strip 7a. By fitting the groove 13b formed on the lower surface of the block member 6a, the two vertically opposite block members 6 are fitted.
a and 6a can be connected to each other so as to be flush with each other.
【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1
4a,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。Also, when the concrete mortar 10 is cast, the moisture of the concrete mortar 10 that has permeated from the joints of the block members 6a has been exposed to the lateral grooves 12a and 12b and the vertical grooves 1a.
Since the water is drained from the drain groove 17 formed in the lowermost block member 6a through the 4a and 14b, the block member 6a
, And the strength of the block member 6a can be reliably maintained. In addition, since water is removed from the concrete mortar 10, even when a relatively soft concrete mortar 10 is cast, a concrete wall with high compaction accuracy in which sand, gravel and cement are sufficiently adhered can be formed.
【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。A method of forming a building frame will be described with reference to FIG. 8. As shown in FIG. 8A, a large number of block members 6a are formed by abutting each other in the horizontal direction to form a block row 6A. A pair of the block rows 6A are arranged in parallel at a required interval α, and the lower edge of the vertical plate strip 7a is fitted into the groove 13a of each block row 6A as shown in FIG. At the same time, the horizontal plate pieces 7b are fitted into the horizontal grooves 12a of the respective block rows 6A, and as shown in FIG. Through the through holes 19 and 18 of the spacing metal piece 8 and the horizontal plate piece 7b.
By screwing into the space, the spacing metal member 8 and the metal strip 7
And the two block rows 6A are integrally connected via
As shown in FIG. 3D, the lower row side grooves 13b of a number of block members 6a are fitted to the upper edges of the vertical plate strips 7a to form a second row of block rows 6A. Thereafter, the block rows 6A are sequentially stacked upward in the same procedure to form a pair of outer wall members 6, and the space 9 between the outer wall members 6 may be filled with concrete mortar 10.
【0029】[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。According to the first aspect of the present invention, a pair of outer wall members and a concrete mortar cast between the two outer wall members are provided, and the pair of outer wall members form a concrete casting formwork. Since it is also used, a conventional concrete casting formwork made of metal or wood plywood is not required, so that the construction period can be greatly reduced and the construction cost can be reduced.
【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。Further, since a metal strip is interposed between the plurality of block rows constituting each of the outer wall members, a large number of block members constituting each block row are horizontally moved with respect to the metal strip. The outer wall members can be linearly aligned, and each outer wall member can be reinforced by the metal strip.
【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。Further, since the pair of outer wall members are connected to each other by the spacing metal members, the two outer wall members can be exactly parallel to each other, and the spacing metal members are embedded in the concrete mortar. The pair of outer wall members and the concrete mortar cast between the pair of outer wall members can be firmly and integrally formed via the spacing metal and the metal strip.
【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。According to the second aspect of the present invention, the lower edge of the vertical strip is fitted into the groove formed on the upper surface of the lower block member, and the upper edge of the vertical strip is inserted into the upper edge of the vertical strip. By fitting the groove formed on the lower surface of the block member, both block members facing up and down can be connected in a plane. In addition, since the horizontal plate piece is provided with a horizontal plate piece that is bent and protruded in a substantially L-shape from the center of the side surface of the vertical plate strip, by connecting the end of the spacing metal member to the horizontal plate piece, The metal strips of both outer wall members can be firmly and integrally connected to each other via the space holding metal.
【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。According to the third aspect of the present invention, the block member and the metal can be formed simply by screwing a bolt into the nut member embedded in the bottom surface of the horizontal groove of the block member through the ends of the horizontal plate piece and the spacing metal member. The three members, ie, the strip material and the space holding hardware, can be securely and integrally connected.
【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。According to the fourth aspect of the present invention, at the time of placing concrete mortar, drainage grooves formed in the lowermost block member through the horizontal and vertical grooves, through which the water of the concrete mortar permeated from the joints of the block members penetrate. , Water pressure is not applied to the block member, and the strength of the block member can be reliably maintained. Also,
Because water escapes from the concrete mortar, even if a relatively soft concrete mortar is cast, sand,
It is possible to form a concrete wall with high compaction accuracy in which the gravel and cement are sufficiently adhered.
【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。According to the method for forming a building frame of the fifth aspect, a triple structure in which concrete mortar is sandwiched between a pair of outer wall members without using a concrete casting formwork made of metal or wood plywood. The building frame can be efficiently formed in a short period of time.
【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。According to the method of forming a building frame of the sixth aspect, the pair of outer wall members and the concrete mortar cast between them are firmly and integrally formed by connecting the spacing metal to the metal strip. Can be.
【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。FIG. 1 is a perspective view of a building frame according to an embodiment of the present invention.
【図2】 同正面図である。FIG. 2 is a front view of the same.
【図3】 図2のA−A矢視図である。FIG. 3 is a view as viewed in the direction of arrows AA in FIG. 2;
【図4】 図2のB−B矢視図である。FIG. 4 is a view taken in the direction of arrows BB in FIG. 2;
【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。FIG. 5A is a perspective view of the block member viewed from the front side, and FIG. 5B is a perspective view of the block member viewed from the back side.
【図6】 同金属条材及び間隔保持金物の斜視図であ
る。FIG. 6 is a perspective view of the metal strip and the spacing metal.
【図7】 図2のC−C拡大矢視図である。FIG. 7 is an enlarged view taken along a line CC in FIG. 2;
【図8】 (a)〜(d)は同建物躯体の形成手順を示
す斜視図である。FIGS. 8A to 8D are perspective views showing a procedure for forming the building frame.
【図9】 従来例を示す斜視図である。FIG. 9 is a perspective view showing a conventional example.
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 Reference Signs List 6 outer wall member 6A block row 6a block member 7 metal strip 7a vertical strip 7b horizontal strip 8 spacing metal fitting 9 space 10 concrete mortar 12a, 12b horizontal groove 13a, 13b groove 14a, 14b vertical groove 15 nut member 17 Drain 20 volts
Claims (6)
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。1. A block row in which a number of block members abut against each other in a horizontal direction are sequentially stacked on top of each other, and the upper and lower block rows are continuously provided by a metal strip interposed between the two block rows and extending in the horizontal direction. A building frame formed by forming an outer wall member, facing a pair of the outer wall members at a required interval, connecting the pair of outer wall members with a spacing metal member, and casting concrete mortar between the outer wall members. .
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請求項1記載の建物躯
体。2. A horizontal groove is formed on the upper and lower surfaces of the plurality of block members over the entire length of the upper and lower surfaces, and a linear groove is further formed on the horizontal groove over the entire length of the horizontal groove. -Shaped vertical plate strip, and a horizontal plate piece bent and projected in a substantially L shape from the center of the side surface of the vertical plate strip, and the upper and lower edges of the vertical plate strip are vertically opposed to each other. 2. The horizontal plate piece is fitted into the horizontal groove of the lower block member while being fitted in the groove of both block members, and an end of the spacing metal is connected to the horizontal plate piece. Building frame.
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2記載の建物躯体。3. The nut member is embedded in a bottom surface of the lateral groove, and a bolt is screwed into the nut member through an end of the horizontal plate piece and the end of the spacing hardware. Building frame.
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2または3記載の建物躯
体。4. A vertical groove is formed on both left and right side surfaces of the plurality of block members over the entire length of the both side surfaces, and a drain member communicating with the vertical groove is formed on a block member forming a lowermost block row. The building frame according to claim 2 or 3, wherein:
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
なる建物躯体の形成方法。5. A block row is formed by abutting a number of block members on each other in a horizontal direction, and the block rows are sequentially stacked on top of each other. In this stacking, a metal strip extending horizontally between the upper and lower block rows is formed. The upper and lower block rows are connected in series with the intervening block rows, and the upper and lower block rows are used as outer wall members. A method of forming a building frame by placing concrete mortar in the space where it was located.
されてなる請求項5記載の建物躯体の形成方法。6. The method according to claim 5, wherein the spacing metal is connected to the metal strip.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25480498A JP4122093B2 (en) | 1998-09-09 | 1998-09-09 | Building frame and its formation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25480498A JP4122093B2 (en) | 1998-09-09 | 1998-09-09 | Building frame and its formation method |
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Publication Number | Publication Date |
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JP2000087481A true JP2000087481A (en) | 2000-03-28 |
JP4122093B2 JP4122093B2 (en) | 2008-07-23 |
Family
ID=17270130
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100986590B1 (en) | 2010-07-21 | 2010-10-08 | (주) 유성엔지니어링건축사 | Connecting apparatus for bricklaying interval for masonry construction |
CN110924558A (en) * | 2019-12-11 | 2020-03-27 | 东阳市中傲建筑工程有限公司 | Steel framework of building wall |
-
1998
- 1998-09-09 JP JP25480498A patent/JP4122093B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100986590B1 (en) | 2010-07-21 | 2010-10-08 | (주) 유성엔지니어링건축사 | Connecting apparatus for bricklaying interval for masonry construction |
CN110924558A (en) * | 2019-12-11 | 2020-03-27 | 东阳市中傲建筑工程有限公司 | Steel framework of building wall |
Also Published As
Publication number | Publication date |
---|---|
JP4122093B2 (en) | 2008-07-23 |
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