JPH10237985A - Building-frame wall and retaining wall by hollow block for construction, hollow block used for constructing building-frame wall and retaining wall thereof, and method and equipment for building-frame wall and retaining wall - Google Patents

Building-frame wall and retaining wall by hollow block for construction, hollow block used for constructing building-frame wall and retaining wall thereof, and method and equipment for building-frame wall and retaining wall

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Publication number
JPH10237985A
JPH10237985A JP9062253A JP6225397A JPH10237985A JP H10237985 A JPH10237985 A JP H10237985A JP 9062253 A JP9062253 A JP 9062253A JP 6225397 A JP6225397 A JP 6225397A JP H10237985 A JPH10237985 A JP H10237985A
Authority
JP
Japan
Prior art keywords
hollow block
side wall
rigid
wall
hollow
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.)
Pending
Application number
JP9062253A
Other languages
Japanese (ja)
Inventor
Masayoshi Izumi
政義 和泉
Masanori Inaba
雅典 稲葉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP9062253A priority Critical patent/JPH10237985A/en
Publication of JPH10237985A publication Critical patent/JPH10237985A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To construct and install a building-frame wall and a retaining wall by hollow blocks for construction simply, rapidly and finely with excellent appearance by the hollow blocks consisting of the combination of a rigid material such as stone and a foamed synthetic-resin material, and to shorten the term of works by simultaneously executing internal and external walls. SOLUTION: First hollow blocks 10, in which both of both side sections as surface and rear sections are formed in foaming-side wall bodies 11 made of a foamed synthetic-resin material, second blocks 20, in which either one side sections of surface and rear sections are formed in foaming-side wall bodies 21 made of the foamed synthetic-resin material and the other side sections in rigid-side wall bodies 27 made of a rigid material, and third hollow blocks 30, in which both side sections as surface and rear sections are formed in rigid-side wall bodies 37 made of the rigid material, are combined selectively and piled up on constructed and installed foundation concrete B. The foaming-side wall bodies 11, 21 are arranged to an underground buried section and the rigid-side wall bodies 27, 37 to a ground exposed section respectively in each hollow block 10, 20, 30, and the hollow insides of each hollow block 10, 20, 30 are filled with a ready-mixed concrete material C.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は例えば一般家屋、住
居等の各種建築物における躯体壁、外構設備等における
擁壁等を簡単、迅速にしかも美麗に体裁よく構築設置で
きるようにした構築用中空ブロックによる躯体壁・擁
壁、その躯体壁・擁壁の構築に使用される中空ブロッ
ク、躯体壁・擁壁の構築方法及びその構築装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction for easily and quickly and beautifully and beautifully constructing and installing skeleton walls in various buildings such as ordinary houses and dwellings, and retaining walls in external facilities and the like. The present invention relates to a skeleton wall / retaining wall using a hollow block, a hollow block used for constructing the skeleton wall / retaining wall, a method for constructing a skeleton wall / retaining wall, and an apparatus for constructing the same.

【0002】[0002]

【従来の技術】従来、例えば住居周囲の外構設備におけ
る擁壁等を構築するに際し表面に天然石を貼着すると
き、コンクリート製、積み上げブロック製の擁壁本体を
構成した後に止金具、モルタル材等を介して薄板状の天
然石板を整列させて固着しており、こうすることで天然
石状の風合いを有する擁壁としている。また一般家屋、
住居等の各種建築物における躯体壁、特にその外壁は家
屋の外観印象を決定付けるから、その意味でも極めて重
要であるために従来から種々の化粧仕上げが施されてい
るものである。
2. Description of the Related Art Conventionally, when a natural stone is stuck on the surface when constructing a retaining wall or the like in an external facility around a dwelling, a fastener and a mortar material are formed after forming a retaining wall body made of concrete or a stacked block. The thin natural stone slabs are aligned and fixed through the like and the like, so that the retaining wall has a natural stone-like texture. General houses,
Since the skeleton walls of various buildings such as dwellings, particularly the outer walls thereof, determine the external impression of a house, it is extremely important in that sense, and various decorative finishes have conventionally been applied.

【0003】[0003]

【発明が解決しようとする課題】ところが天然石板の貼
着固定による場合には、擁壁本体、躯体壁本体自体の構
成が型枠を構築使用したり、水平基準糸を張り巡らせた
りしなければならない故に極めて面倒であるばかりでな
く、貼着固定には全体に凹凸が生じないように平坦化し
なければならない故にかなりの熟練性が要求されるもの
であった。
However, in the case of sticking and fixing natural stone slabs, the structure of the retaining wall main body and the skeleton wall main body must be such that a formwork is constructed and used or a horizontal reference thread is stretched. Not only is it extremely troublesome because it is not performed, but also considerable skill is required for sticking and fixing because it must be flattened so as not to cause unevenness on the whole.

【0004】また外壁表面の化粧仕上げは従来から木質
系、モルタル質系、新建材質系等のものが提供されてい
るも、いずれも躯体壁の構築後にその躯体壁表面に化粧
仕上げを施すものであるから、手間が掛かるばかりでな
く、その施工も面倒で熟練性が要求されるものであっ
た。特に躯体壁表面が天然石状の風合いを有するように
するには躯体壁自体を天然石によって構築する必要があ
るために、その天然石自体がかなりの重量があること、
形状が一定していないこと等とも相俟って取扱いが面倒
なものであった。
[0004] Further, decorative finishes on the surface of the outer wall have been conventionally provided in the form of wood, mortar, newly constructed materials and the like, but in all cases, decorative finish is applied to the surface of the skeleton wall after construction of the skeleton wall. As a result, not only is it troublesome, but also the construction is cumbersome and requires skill. In particular, it is necessary to construct the skeleton wall itself with natural stones so that the surface of the skeleton wall has a natural stone-like texture, so that the natural stone itself has a considerable weight,
The handling was troublesome due to the fact that the shape was not constant.

【0005】そこで本発明は叙上のような従来存した諸
事情に鑑み創出されたもので、例えば一般家屋、住居等
の各種建築物における躯体壁、外構設備等における擁壁
等を構築するに際し、発泡合成樹脂材を主とするもの、
石材等の剛性材を主とするもの、更にはそれらの組合せ
から成る中空ブロックの使用によって簡単、迅速にしか
も美麗に体裁よく構築設置できると共に、異なる素材の
組合せによる各種の中空ブロックの積み上げ、隣接配置
等の構成で内外壁の同時施工を可能にして工期を短縮で
きるようにする構築用中空ブロックによる躯体壁・擁
壁、その躯体壁・擁壁の構築に使用される中空ブロッ
ク、躯体壁・擁壁の構築方法及びその構築装置を提供す
ることを目的とする。
Accordingly, the present invention has been made in view of the above-mentioned various circumstances, and for example, constructs a building wall in various buildings such as general houses and dwellings, and a retaining wall in external facilities and the like. In doing so, those mainly made of foamed synthetic resin material,
It can be constructed and installed simply, quickly and beautifully with the use of hollow blocks made mainly of rigid materials such as stones, and combinations thereof, and can be stacked and adjacent to various hollow blocks made of different materials. The skeleton wall and retaining wall by the hollow block for construction, which enables the simultaneous construction of the inner and outer walls by the configuration such as the arrangement and the construction period can be shortened, the hollow block used for the construction of the skeleton wall and the retaining wall, the skeleton wall An object of the present invention is to provide a method of constructing a retaining wall and an apparatus for constructing the method.

【0006】[0006]

【課題を解決するための手段】上述した目的を達成する
ため、本発明に係る構築用中空ブロックによる躯体壁・
擁壁にあっては、構築設置される基礎コンクリートB上
に、表裏面部である両側部が共に発泡合成樹脂材製の発
泡側壁体11とされている第1の中空ブロック10と、
表裏面部のいずれか一側部が発泡合成樹脂材製の発泡側
壁体21、他側部が剛性材製の剛性側壁体27とされて
いる第2の中空ブロック20と、表裏面部である両側部
が剛性材製の剛性側壁体37とされている第3の中空ブ
ロック30とを選択的に組合せて積み上げると共に、夫
々の中空ブロック10,20,30においては発泡側壁
体11,21が地中埋設部分に、剛性側壁体27,37
が地上露出部分に夫々配置され、また夫々の中空ブロッ
ク10,20,30の中空内部には生コンクリート材C
を充填して成るものである。またその躯体壁・擁壁の構
築に使用される夫々の中空ブロックにあって、その第1
の中空ブロック10は、裏面に幅員が異なる複数の連結
溝12を上下方向に沿って形成し、上下側面のいずれか
一方には上下結合突条13を、他方にはこの上下結合突
条13に嵌め合わされる上下結合溝14を夫々設け、ま
た左右側面のいずれか一方には左右結合突条15を、他
方にはこの左右結合突条15に嵌め合わされる左右結合
溝16を夫々設けて、表裏面部夫々となるように表裏両
側に配置される発泡合成樹脂材製の発泡側壁体11と、
この発泡側壁体11相互を連結溝12内に側縁部が嵌め
入れられることで連結する複数の連結体18とを備えて
成るものである。第2の中空ブロック20は、裏面に幅
員が異なる複数の連結溝22を上下方向に沿って形成
し、上下側面のいずれか一方には上下結合突条23を、
他方にはこの上下結合突条23に嵌め合わされる上下結
合溝24を夫々設け、また左右側面のいずれか一方には
左右結合突条25を、他方にはこの左右結合突条25に
嵌め合わされる左右結合溝26を夫々設けて、表裏面部
のいずれか一方に配置される発泡合成樹脂材製の発泡側
壁体21と、表裏面部のいずれか他方に配置される所定
肉厚の薄板状の剛性材製の剛性側壁体27と、これらの
発泡側壁体21、剛性側壁体27相互を一方の側縁部が
連結溝12内に嵌め入れられることで、他方の側縁部が
剛性側壁体27裏面に接着されることで連結する複数の
連結体28とを備えて成るものである。第3の中空ブロ
ック30は、表裏面部の両側に配置される所定肉厚の薄
板状の剛性材製の剛性側壁体37と、この剛性側壁体3
7相互を側縁部が剛性側壁体37裏面に接着されること
で連結する複数の連結体38とを備えて成るものであ
る。一方、構築用中空ブロックによる躯体壁・擁壁の構
築方法にあっては、構築した基礎コンクリートBの上
に、表裏の両側が地中埋設部分では表裏面部である両側
部が共に発泡合成樹脂材製の発泡側壁体11とされてい
る第1の中空ブロック10を、表裏の両側のいずれか一
方が地中埋設部分で、他方が地上露出部分では表裏面部
のいずれか一側部が発泡合成樹脂材製の発泡側壁体2
1、他側部が剛性材製の剛性側壁体27とされている第
2の中空ブロック20を、表裏の両側が地上露出部分で
は表裏面部である両側部が剛性材製の剛性側壁体37と
されている第3の中空ブロック30を夫々積み上げ、夫
々の中空ブロック10,20,30の中空内部には生コ
ンクリート材Cを充填して凝固一体化するものである。
またその構築装置50は、積み上げる中空ブロック1
0,20,30の両側内外位置で中空ブロック10,2
0,30表裏面から所定間隔を隔てて立設配置される構
築用支柱51と、この両側内外位置で立設配置される対
状の構築用支柱51相互間に跨装されて構築用支柱51
相互の間隔を規制する支柱固定部材54と、構築用支柱
51夫々の外方から進退自在にネジ込まれ、先端が中空
ブロック10,20,30表裏面夫々に圧止される調整
部材56とを備えて成り、更に構築用支柱51相互を連
繋する筋交い部材61と、調整部材56先端に中空ブロ
ック10,20,30表裏面との間に介装される当接部
材62とを設けたものである。
In order to achieve the above-mentioned object, the present invention relates to a building block having a hollow block for construction according to the present invention.
In the case of the retaining wall, a first hollow block 10 having a foamed side wall body 11 made of a foamed synthetic resin material on both sides, which are front and back, on a foundation concrete B to be constructed and installed;
A second hollow block 20 in which one side of the front and back portions is a foamed side wall body 21 made of a foamed synthetic resin material, and the other side portion is a rigid side wall body 27 made of a rigid material, and both side portions as front and back portions. Are selectively combined with the third hollow block 30 having a rigid side wall body 37 made of a rigid material and stacked up, and in each of the hollow blocks 10, 20, 30 the foamed side wall bodies 11, 21 are buried underground. Rigid side walls 27, 37
Are respectively arranged in the exposed portions on the ground, and in the hollow interiors of the respective hollow blocks 10, 20, and 30, the fresh concrete material C is provided.
Is filled. In each of the hollow blocks used for the construction of the building wall and retaining wall, the first
The hollow block 10 is formed with a plurality of connecting grooves 12 having different widths on the back surface along the vertical direction, and one of the upper and lower side surfaces is provided with the upper and lower connecting ridges 13 and the other is provided with the upper and lower connecting ridges 13. Upper and lower connecting grooves 14 to be fitted are provided respectively, and one of the left and right side surfaces is provided with a left and right connecting ridge 15, and the other is provided with a left and right connecting groove 16 to be fitted to the left and right connecting ridges 15. A foamed side wall body 11 made of a foamed synthetic resin material arranged on both front and back sides so as to be a surface part,
A plurality of connecting members 18 connect the foamed side wall members 11 to each other by fitting a side edge portion into the connecting groove 12. The second hollow block 20 has a plurality of connecting grooves 22 having different widths formed on the back surface along the up-down direction, and the upper and lower connecting ridges 23 on one of the upper and lower side surfaces.
The other is provided with upper and lower coupling grooves 24 fitted to the upper and lower coupling ridges 23, respectively, and one of the left and right side surfaces is fitted with the left and right coupling ridges 25, and the other is fitted with the left and right coupling ridges 25. The left and right coupling grooves 26 are provided respectively, and a foamed side wall body 21 made of a foamed synthetic resin material disposed on one of the front and back portions, and a thin plate-like rigid material having a predetermined thickness disposed on one of the front and back portions. The rigid side wall member 27 and the foam side wall member 21 and the rigid side wall member 27 are fitted with one side edge into the connection groove 12 so that the other side edge is on the rear surface of the rigid side wall member 27. It comprises a plurality of connecting bodies 28 that are connected by being bonded. The third hollow block 30 includes a rigid side wall member 37 formed of a thin plate-like rigid material having a predetermined thickness and disposed on both sides of the front and back portions, and the rigid side wall member 3.
7 are connected to each other by bonding the side edges to the back surface of the rigid side wall body 37. On the other hand, in the method of constructing a skeleton wall / retaining wall by using a hollow block for construction, on both sides of the constructed base concrete B, both sides of the front and back sides of the underground buried portion are foam synthetic resin materials. The first hollow block 10 made of a foamed side wall body 11 is made of a synthetic resin in which either one of the front and back sides is an underground buried part and the other is an exposed part on the ground, and one of the front and back sides is a foamed synthetic resin. Material foam side wall 2
1. A second hollow block 20 having a rigid side wall 27 made of a rigid material on the other side is provided with a rigid side wall body 37 made of a rigid material on both sides of the front and back sides of the front and back sides where both sides are exposed above the ground. The third hollow blocks 30 are stacked, and the hollow interior of each of the hollow blocks 10, 20, 30 is filled with a ready-mixed concrete material C and solidified and integrated.
Further, the construction device 50 includes the hollow block 1 to be stacked.
Hollow blocks 10, 2 at inner and outer positions on both sides of 0, 20, 30
The construction support columns 51 erected at predetermined intervals from the front and rear surfaces of the construction 0,30, and the pair of construction support columns 51 erected between the inner and outer positions on both sides are straddled between the construction columns 51.
A strut fixing member 54 for regulating the mutual interval and an adjusting member 56 which is screwed from the outside of each of the construction struts 51 so as to be able to advance and retreat, and whose front ends are pressed against the front and back surfaces of the hollow blocks 10, 20, 30 respectively. Further, a brace member 61 for connecting the building columns 51 to each other and a contact member 62 interposed between the front and back surfaces of the hollow blocks 10, 20, 30 at the tip of the adjusting member 56 are provided. is there.

【0007】以上のように構成された本発明に係る構築
用中空ブロックによる躯体壁・擁壁、その躯体壁・擁壁
の構築に使用される中空ブロック、躯体壁・擁壁の構築
方法及びその構築装置にあって、構築設置された基礎コ
ンクリートB上に積み上げられる夫々の中空ブロック1
0,20,30は、地中埋設部分では発泡合成樹脂材製
の発泡側壁体11,21がその土圧を支持して強固な底
基礎部を形成させ、地上露出部分では剛性材製の剛性側
壁体27,37がそのままで美麗な壁面を形成させ、内
部空間に充填の生コンクリート材Cの凝固一体化と相俟
ち、構築後ではそのままで堅牢強固な内外の壁体を構成
させる。また夫々の中空ブロック10,20,30は両
側部に配置の夫々の側壁体11,21,27,37を連
結体18,28,38によって架装するように連結して
いることで内部が中空になっており、そのため軽量化が
実現されていて簡単、容易に取り扱わせる。第1、第2
の中空ブロック10,20における発泡側壁体11,2
1は、裏面に形成されている幅員が異なる複数の連結溝
12,22がこれに嵌め入れ連結させる連結体18,2
8の肉厚が異なることがあることに対応させ、その連結
位置を選択させると共に、例えばコーナー部で構築され
るときの夫々の中空ブロック10,20における連結体
18,28による嵌め入れ連結位置を変更調整させる。
しかも連結溝12,22内への連結体18,28の嵌め
入れは、例えば接着剤を介在させて連結した場合の接合
面積を増大させることで一層強固に一体化させる。また
第1、第2の中空ブロック10,20における発泡側壁
体11,21の上下結合突条13,23と上下結合溝1
4,24との、同様に左右結合突条15,25と左右結
合溝16,26との夫々の嵌め合いは、積み上げ、隣接
配置するときの相互間の結合を位置ずれを生じさせずに
確実に行なわせる。しかもこの発泡合成樹脂材製の発泡
側壁体11,21自体が有する断熱性によって躯体壁、
擁壁等の内側を保温させる。更に構築装置50の使用
は、構築すべき躯体壁、擁壁等の両側内外位置で立設さ
れる対状の構築用支柱51、この構築用支柱51相互を
跨装して連結する支柱固定部材54等によって躯体壁、
擁壁等を囲ませ、鉛直方向に設定される構築用支柱51
に対して進退する調整部材56先端の夫々の中空ブロッ
ク10,20,30に対する圧止は積み上げる中空ブロ
ック10,20,30夫々を鉛直方向に沿ったものとし
て確実に支持させる。また構築用支柱51相互を連繋す
る筋交い部材61は構築用支柱51夫々の立設配置状態
を歪みを生じさせずに確実に支持し、調整部材56先端
の中空ブロック10,20,30夫々との間に介装の当
接部材62は中空ブロック10,20,30夫々に確実
に圧止させると共に表面を保護させる。
[0007] Structural walls / retaining walls using the hollow block for construction according to the present invention configured as described above, hollow blocks used for constructing the skeleton walls / retaining walls, a method of constructing the skeleton walls / retaining walls, and methods thereof. The respective hollow blocks 1 to be stacked on the foundation concrete B constructed and installed in the construction apparatus
Reference numerals 0, 20, and 30 indicate that the foamed side walls 11 and 21 made of a foamed synthetic resin material support the earth pressure in the underground portion to form a strong bottom base portion, and the rigid material made of a rigid material in the exposed portion above the ground. The side walls 27 and 37 form beautiful wall surfaces as they are, and together with solidification and integration of the filled ready-mixed concrete material C in the internal space, the inner and outer walls which are robust after construction are formed. Further, the hollow blocks 10, 20, 30 are connected by connecting the side walls 11, 21, 27, 37 arranged on both sides thereof by connecting bodies 18, 28, 38 so that the inside is hollow. , So that it is lighter and easier and easier to handle. 1st, 2nd
Side walls 11 and 12 in hollow blocks 10 and 20
1 is a connecting body 18, 2 formed by connecting a plurality of connecting grooves 12, 22 formed on the back surface with different widths to each other.
In order to cope with the fact that the wall thicknesses of the hollow blocks 8 may be different from each other, the connecting positions can be selected, and the connecting positions of the fittings 18 and 28 in the respective hollow blocks 10 and 20 when the corners are constructed, for example. Change and adjust.
Moreover, the fitting of the connecting bodies 18 and 28 into the connecting grooves 12 and 22 is more firmly integrated, for example, by increasing the bonding area when connecting with an adhesive. Also, the upper and lower connecting ridges 13, 23 of the foamed side walls 11, 21 in the first and second hollow blocks 10, 20 and the upper and lower connecting grooves 1
The fitting of the left and right connecting ridges 15 and 25 and the left and right connecting grooves 16 and 26 with the right and left connecting ridges 15 and 25, respectively, ensures the connection between the stacked and adjacent arrangements without causing displacement. To be performed. Moreover, due to the heat insulation properties of the foamed side walls 11 and 21 made of the foamed synthetic resin material, the body wall,
Keep the inside of the retaining wall warm. Further, the use of the construction apparatus 50 is achieved by using a pair of construction columns 51 erected at the inside and outside positions on both sides of a skeleton wall, a retaining wall, and the like to be constructed, and a column fixing member that straddles and connects the construction columns 51 to each other. 54 etc.
A construction support column 51 that is set vertically so as to surround a retaining wall or the like.
The pressing of the distal end of the adjusting member 56 with respect to the respective hollow blocks 10, 20, 30 at the end of the adjusting member 56 ensures that the stacked hollow blocks 10, 20, 30 are vertically aligned. The brace members 61 that connect the building columns 51 to each other reliably support the standing arrangement state of each of the building columns 51 without causing distortion, and the brace members 61 are connected to the hollow blocks 10, 20, 30 at the tip of the adjusting member 56. The abutting member 62 interposed between the hollow blocks 10, 20, and 30 reliably presses the respective hollow blocks 10, 20, and 30 and protects the surface.

【0008】[0008]

【発明の実施の形態】以下、図面を参照して本発明の実
施の形態を説明するに、図において示される符号10,
20,30夫々は本発明に係る躯体壁、擁壁等を構築す
るときの要素と成る中空ブロックであり、第1の中空ブ
ロック10は表裏面部である両側部が共に発泡合成樹脂
材製のものとされ、第2の中空ブロック20は表裏面部
のいずれか一側部が発泡合成樹脂材製、他側部が例えば
石材等の剛性材製のものとされ、第3の中空ブロック3
0は表裏面部である両側部が石材等の剛性材製のものと
されているのである。すなわち躯体壁、擁壁等は中空ブ
ロック10,20,30を選択的に組合せて構築される
ものとなっており、例えば地中に埋設される基礎部分で
は発泡合成樹脂材製の両側部を有する第1の中空ブロッ
ク10、一側部が発泡合成樹脂材製のものである第2の
中空ブロック20が、地上に露出される壁部分では剛性
材製の両側部を有する第3の中空ブロック30、一側部
が剛性材製のものである第2の中空ブロック20が夫々
使用されるようになっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The embodiments of the present invention will be described below with reference to the drawings.
Reference numerals 20 and 30 denote hollow blocks serving as elements for constructing a skeleton wall, a retaining wall, and the like according to the present invention. The first hollow block 10 has front and rear portions, both of which are made of a foamed synthetic resin material. The second hollow block 20 is made of a foamed synthetic resin material on one side of the front and back surfaces, and is made of a rigid material such as a stone material on the other side.
Reference numeral 0 indicates that both side portions, which are front and rear portions, are made of a rigid material such as a stone material. That is, the skeleton wall, the retaining wall, and the like are constructed by selectively combining the hollow blocks 10, 20, and 30. For example, the base portion buried in the ground has both sides made of a foamed synthetic resin material. A first hollow block 10, a second hollow block 20 having one side made of a foamed synthetic resin material, and a third hollow block 30 having both sides made of a rigid material at a wall portion exposed above the ground; A second hollow block 20 whose one side is made of a rigid material is used.

【0009】第1の中空ブロック10は図1、図4に示
すように、裏面に幅員が異なる複数の連結溝12を上下
方向に沿って形成し、上下側面のいずれか一方には上下
結合突条13を、他方にはこの上下結合突条13に嵌め
合わされる上下結合溝14を夫々設け、また左右側面の
いずれか一方には左右結合突条15を、他方にはこの左
右結合突条15に嵌め合わされる左右結合溝16を夫々
設けて、表裏面部夫々となるように表裏両側に配置され
る発泡合成樹脂材製の発泡側壁体11と、この発泡側壁
体11相互を連結溝12内に側縁部が嵌め入れ接着され
ることで連結する複数の連結体18とを備えて成るもの
である。
As shown in FIGS. 1 and 4, the first hollow block 10 has a plurality of connecting grooves 12 of different widths formed on the back surface along the vertical direction. An upper and lower connecting groove 14 is provided on the other side, and a left and right connecting protrusion 15 is provided on one of the left and right side surfaces, and the left and right connecting protrusion 15 is provided on the other side. A left and right connecting groove 16 fitted to each is provided, and a foamed side wall body 11 made of a foamed synthetic resin material arranged on both front and back sides so as to be a front side and a back side respectively, and the foam side wall bodies 11 are inserted into the connection groove 12. It is provided with a plurality of connecting bodies 18 which are connected by fitting and bonding the side edges.

【0010】発泡側壁体11自体は例えば発泡ポリエチ
レン樹脂、発泡スチロール樹脂等の発泡合成樹脂を素材
として正面ほぼ矩形状を呈するように形成されるもの
で、後述するように地中に埋設されたときの土圧等によ
って崩壊されない程度の強度を備えたものとしての例え
ば50mm程度の肉厚を有するものとして設定されてい
る。この発泡側壁体11の裏面に形成の連結溝12は断
面で例えば四角形状とされ、その幅員が例えば10m
m、12mm、20mm、25mm等の4種類に設定さ
れていて、これらの異なる幅員の連結溝12が順次に適
宜な組合せによって配設形成されている。なおこの連結
溝12は発泡側壁体11自体の上下の全体に亙る長さと
なるよう上下側面で開口されたものであるも、上下側面
の少なくともいずれかでは開口されていないものである
もいずれであってもよく、要は連結体18をがたつくこ
となくしっかりと嵌め入れさせて一体化させるものとす
ればよいのである。
The foamed side wall body 11 itself is made of a foamed synthetic resin such as a foamed polyethylene resin or a styrofoam resin, and is formed to have a substantially rectangular front surface, and is formed when buried in the ground as described later. It is set to have a thickness of, for example, about 50 mm as a material having a strength not to be collapsed by earth pressure or the like. The connecting groove 12 formed on the back surface of the foamed side wall body 11 has, for example, a rectangular shape in cross section and a width of, for example, 10 m.
The connection grooves 12 are set to four types, such as m, 12 mm, 20 mm, and 25 mm, and these connection grooves 12 having different widths are sequentially arranged and formed in an appropriate combination. The connecting groove 12 may be opened on the upper and lower side surfaces so as to have the entire length of the upper and lower sides of the foamed side wall body 11 itself, or may be open on at least one of the upper and lower side surfaces. What is essential is that the connecting body 18 be firmly fitted without rattling and integrated.

【0011】また上下結合突条13と上下結合溝14と
は、同様に左右結合突条15と左右結合溝16とは夫々
がこの発泡側壁体11自体が上下方向であるいは水平の
左右方向で隣接されて結合されるときの発泡側壁体11
相互を嵌め合い接合させるものである。そのため上下結
合突条13の突条幅員と上下結合溝14の溝内法幅員と
は、同様に左右結合突条15の突条幅員と左右結合溝1
6の溝内法幅員とは夫々がほぼ同一のものとしてある共
に上下側面、左右側面夫々で同位置に設けてある。なお
表裏部となる両側夫々の発泡側壁体11において、必要
があれば上下結合突条13、上下結合溝14は上下を逆
にして、また左右結合突条15、左右結合溝16は左右
を逆にして夫々設けられることで、この第1の中空ブロ
ック10自体を上下、左右の夫々の方向で連結するとき
の天地、表裏等の隣接配置の組合せ形態を問わずに構築
作業を行なえるのである。
Similarly, the left and right connecting ridges 15 and the right and left connecting grooves 16 are adjacent to the upper and lower connecting ridges 13 and the upper and lower connecting grooves 14 in the vertical direction or the horizontal left and right direction. Foamed side wall 11 when joined and joined
This is to fit and join each other. Therefore, the width of the upper and lower connecting ridges 13 and the width of the upper and lower connecting grooves 14 in the groove are also the same as the width of the right and left connecting ridges 15 and the right and left connecting grooves 1.
The in-groove width of 6 is almost the same, and is provided at the same position on the upper and lower side surfaces and the left and right side surfaces. In each of the foamed side wall bodies 11 on both sides as front and back portions, if necessary, the upper and lower connecting ridges 13 and the upper and lower connecting grooves 14 are turned upside down, and the left and right connecting ridges 15 and the left and right connecting grooves 16 are turned left and right. With this arrangement, the first hollow block 10 itself can be constructed irrespective of the combination of adjacent arrangements such as top and bottom, front and back when connecting the first hollow block 10 in the upper, lower, left and right directions. .

【0012】連結体18は正面から見て矩形状を呈する
所定肉厚の例えば薄板状の天然石材、タイル材、石膏ボ
ード材、木材、鉄板材、硬質合成樹脂材製等のものとし
て、場合によっては発泡合成樹脂材製のものとされるの
である。そして表裏面部で相対峙状にして配置される発
泡側壁体11相互を連結するように形成されており、例
えば図示のように相互に所定間隔を設定して発泡側壁体
11相互を左右で対状に連結するようになっている。こ
の連結体18は発泡側壁体11に連結されるとき、連結
体18自体の側縁部が連結溝12内に接着剤等を介在さ
せて嵌め入れられることで強固に一体化されるものとし
てあるも、この連結体18自体が例えば石材である場合
にはこれの肉厚は種々なものとして採石形成されること
が考慮されているために、これに対応可能なように前述
のように幅員が異なる連結溝12を複数にして形成して
あるのである。
The connecting member 18 is made of, for example, a thin natural stone, a tile, a gypsum board, a wood, an iron plate, a hard synthetic resin or the like having a predetermined thickness and a rectangular shape when viewed from the front. Is made of a foamed synthetic resin material. The foamed side walls 11 are formed so as to connect the foamed side walls 11 which are arranged to face each other on the front and back sides. To be connected to. When the connecting body 18 is connected to the foamed side wall body 11, the side edge of the connecting body 18 is fitted into the connecting groove 12 with an adhesive or the like interposed therebetween so that the connecting body 18 is firmly integrated. However, in the case where the connecting body 18 itself is, for example, a stone material, it is considered that the wall thickness of the connecting body 18 may be variously formed. The plurality of different connection grooves 12 are formed.

【0013】また第2の中空ブロック20は図1、図
2、図5に示すように、裏面に幅員が異なる複数の連結
溝22を上下方向に沿って形成し、上下側面のいずれか
一方には上下結合突条23を、他方にはこの上下結合突
条23に嵌め合わされる上下結合溝24を夫々設け、ま
た左右側面のいずれか一方には左右結合突条25を、他
方にはこの左右結合突条25に嵌め合わされる左右結合
溝26を夫々設けて、表裏面部のいずれか一方に配置さ
れる発泡合成樹脂材製の発泡側壁体21と、表裏面部の
いずれか他方に配置される所定肉厚の薄板状の剛性材製
の剛性側壁体27と、これらの発泡側壁体21、剛性側
壁体27相互を一方の側縁部が連結溝12内に嵌め入れ
接着されることで、他方の側縁部が剛性側壁体27裏面
に接着されることで連結する複数の連結体28とを備え
て成るものである。
As shown in FIGS. 1, 2, and 5, the second hollow block 20 has a plurality of connecting grooves 22 of different widths formed on the back surface in the vertical direction, and is formed on one of the upper and lower side surfaces. Are provided with upper and lower connecting ridges 23, the other is provided with upper and lower connecting grooves 24 to be fitted to the upper and lower connecting ridges 23. The left and right coupling grooves 26 fitted to the coupling ridges 25 are respectively provided, and a foamed side wall body 21 made of a foamed synthetic resin material disposed on one of the front and back surfaces and a predetermined side disposed on one of the other surfaces. The rigid side wall member 27 made of a thin plate-shaped rigid material and the side wall portion of one of the foam side wall member 21 and the rigid side wall member 27 are fitted into the connection groove 12 and adhered to each other. By bonding the side edge to the back surface of the rigid side wall body 27 Those comprising a plurality of connecting bodies 28 that forms an.

【0014】この第2の中空ブロック20における剛性
側壁体27自体は例えば薄板状の天然石材、タイル材、
石膏ボード材、木材、鉄板材、硬質合成樹脂材製等のも
のとして、更には適当な壁本体素材の表面に化粧被膜が
施されたものとして形成されるものである。そしてこの
剛性側壁体27は、正面から見て発泡側壁体21とほぼ
同様な正面形状であるほぼ矩形状を呈しており、これの
肉厚は第1の中空ブロック10における連結体18と同
様に10mm、12mm、20mm、25mmその他に
設定されている。この剛性側壁体27は例えば石材にて
形成されるとき、その表面は研磨処理されたり、こぶ出
し状のものとされたり、バーナー仕上げされたりして自
然な風合いが得られるようにしておくとよい。
The rigid side wall body 27 itself in the second hollow block 20 is made of, for example, a thin natural stone material, a tile material, or the like.
It is formed of gypsum board material, wood, iron plate material, hard synthetic resin material, or the like, and furthermore, is formed by applying a decorative coating on the surface of a suitable wall body material. When viewed from the front, the rigid side wall 27 has a substantially rectangular shape which is substantially the same as the foamed side wall 21, and has a thickness similar to that of the connecting body 18 in the first hollow block 10. It is set to 10 mm, 12 mm, 20 mm, 25 mm and others. When the rigid side wall body 27 is formed of, for example, a stone material, its surface is preferably polished, bulged or burner-finished so that a natural texture can be obtained. .

【0015】そしてこの第2の中空ブロック20におけ
る発泡側壁体21、連結体28夫々は第1の中空ブロッ
ク10における発泡側壁体11、連結体18夫々と全く
同様であり、これらの発泡側壁体21と連結体28との
連結構造も第1の中空ブロック10における発泡側壁体
11と連結体18との連結構造と同様のものである。連
結体28と剛性側壁体27とは、連結体28の側端縁面
を剛性側壁体27の裏面に突き合わせ状にして接着剤等
を介して接合固定されるもので、必要があれば剛性側壁
体27裏面に形成した連結溝中に連結体28の側端縁を
嵌め入れ、接着することで確実な接合固定状態のものと
することができる。
The foamed side wall 21 and the connecting body 28 in the second hollow block 20 are exactly the same as the foamed side wall 11 and the connecting body 18 in the first hollow block 10, respectively. The connection structure between the connection body 28 and the connection body 28 is the same as the connection structure between the foamed side wall body 11 and the connection body 18 in the first hollow block 10. The connecting body 28 and the rigid side wall body 27 are joined and fixed via an adhesive or the like with the side edge surface of the connecting body 28 abutting against the back surface of the rigid side wall body 27. By fitting the side edge of the connecting body 28 into the connecting groove formed on the back surface of the body 27 and bonding the connecting body 28 to the connecting groove 28, a reliable bonding and fixing state can be obtained.

【0016】更に第3の中空ブロック30は表裏面部の
両側に配置される所定肉厚の薄板状の剛性材製の剛性側
壁体37と、この剛性側壁体37相互を側縁部が剛性側
壁体37裏面に接着されることで連結する複数の連結体
38とを備えて成るものである。
Further, the third hollow block 30 has a rigid side wall member 37 made of a thin plate-like rigid material having a predetermined thickness disposed on both sides of the front and back surfaces, and the rigid side wall members 37 are formed with rigid side wall members. 37, and a plurality of connecting bodies 38 that are connected by being bonded to the back surface.

【0017】この第3の中空ブロック30における剛性
側壁体37は第2の中空ブロック20における剛性側壁
体27と、また第3の中空ブロック30における連結体
38は同様に第1の中空ブロック10における連結体1
8、第2の中空ブロック20における連結体28夫々と
全く同様なものであり、連結体38と剛性側壁体37と
の連結構造も第2の中空ブロック20におけるそれと同
様なものであるので詳細な説明は省略される。
The rigid side wall 37 in the third hollow block 30 is the same as the rigid side wall 27 in the second hollow block 20, and the connecting body 38 in the third hollow block 30 is also the same in the first hollow block 10. Connection 1
8, the connecting structure 28 in the second hollow block 20 is completely the same as the connecting body 28, and the connecting structure between the connecting body 38 and the rigid side wall body 37 is the same as that in the second hollow block 20; Description is omitted.

【0018】なおこれらの中空ブロック10,20,3
0夫々における両側部の相対峙している側壁体11,2
1,27,37相互の間隔はほぼ同一幅員のものとして
おき、図3に示すように積み上げたときに内外両側部の
荷重が平均化されるようにしておくとよい。
These hollow blocks 10, 20, 3
0, the side wall members 11 and 12 on both sides facing each other
It is preferable that the intervals between the first, second, third, and seventh 37 are substantially the same width so that the loads on both the inner and outer sides are averaged when stacked as shown in FIG.

【0019】次に以上のような各種の中空ブロック1
0,20,30を使用して躯体壁、擁壁等を構築する場
合を説明すると、例えば擁壁を構築する場合には図1乃
至図3に示すように、構築場所で掘削した掘削穴底部に
基礎となる切込砕石を敷き詰めた上に基礎コンクリート
Bを打設形成し、この基礎コンクリートB上に中空ブロ
ック10,20,30を順次に積み上げると共に隣接配
置して接合するのである。図示にあっては地上面GLを
境として地中に埋設される底下部においては表裏面部の
両側が発泡側壁体11である第1の中空ブロック10を
配置するのであり、裏面部のみが地中に埋設され、表面
部が露出される高さの半ば位置においては裏面部が発泡
側壁体21で、表面部が剛性側壁体27である第2の中
空ブロック20を積み上げ配置するのであり、表裏面部
夫々が露出される地上部においては表裏面部が剛性側壁
体37である第3の中空ブロック30を更に積み上げ配
置するのである。このとき第1の中空ブロック10、第
2の中空ブロック20夫々の発泡側壁体11,21にお
ける上下側面の上下結合突条13,23と上下結合溝1
4,24とを、また左右側面における左右結合突条1
5,25と左右結合溝16,26とを夫々嵌め合わせる
のであり、第3の中空ブロック30における剛性側壁体
37が積み上げ載置されたり、末縁に配置されるものに
あっての上下結合突条13,23、左右結合突条15,
25等は切削される等によって除去される。また順次に
積み上げられ、隣接配置される夫々の中空ブロック1
0,20,30内には生コンクリート材Cが打設充填さ
れ、全体として一体化されるものである。
Next, various hollow blocks 1 as described above are used.
The case of constructing a skeleton wall, a retaining wall, and the like using 0, 20, and 30 will be described. For example, when constructing a retaining wall, as shown in FIGS. The foundation concrete B is cast on the base crushed stones, and the hollow blocks 10, 20, 30 are sequentially stacked on the foundation concrete B and arranged adjacently to be joined. In the figure, the first hollow block 10 which is a foamed side wall body 11 is disposed on both sides of the front and back surfaces at the bottom lower portion buried in the ground with the ground surface GL as a boundary, and only the back surface portion is underground. In the middle position of the height where the surface portion is exposed, the second hollow block 20 whose back surface portion is the foamed side wall member 21 and whose surface portion is the rigid side wall member 27 is stacked and arranged. The third hollow blocks 30 whose front and back portions are rigid side walls 37 are further stacked and arranged in the ground portions where each is exposed. At this time, the upper and lower connecting protrusions 13 and 23 and the upper and lower connecting grooves 1 on the upper and lower side surfaces of the foamed side walls 11 and 21 of the first hollow block 10 and the second hollow block 20 respectively.
4 and 24, and right and left connecting ridges 1 on the left and right side surfaces.
5 and 25 and the left and right connecting grooves 16 and 26 are fitted respectively. The rigid side walls 37 of the third hollow block 30 are stacked and mounted, or the upper and lower connecting protrusions of the Articles 13 and 23, right and left connecting projections 15,
25 and the like are removed by cutting or the like. Each of the hollow blocks 1 which are sequentially stacked and arranged adjacently
The ready-mixed concrete material C is poured and filled into the insides 0, 20, and 30 and integrated as a whole.

【0020】なお必要があれば夫々の中空ブロック1
0,20,30の内部空間内に鉛直方向、水平方向で鉄
筋Fを配筋したり、鉛直方向で柱材等を立設しておいた
りして内部の補強を図るようにしておく。また図1、図
2(A)、(B)夫々に示すように、煉瓦積み工法によ
って積み上げ構築するときのコーナー部分における奇数
段位置、偶数段位置夫々で第2、第3の中空ブロック2
0,30の側面が交互に露出して剛性側壁体27,37
の側部が表われる部位においては肉厚なものを使用して
豪華な印象が与えられるように配慮するとよい。更にこ
のコーナー部分においての内部側が外部側に比し短くな
るための対応調整は、第1、第2の中空ブロック10,
20における発泡側壁体11,21を切断すればよく、
しかもその切断作業は極めて簡単であり、またこれに伴
ない連結体18,28の発泡側壁体11,21に対する
嵌め入れ連結位置が異なることになる場合には複数ある
連結溝12,22のいずれかを選択して接着構成するよ
うに対応させればよいものである。
If necessary, each hollow block 1
Reinforcing bars F are arranged vertically and horizontally in the inner space of 0, 20, and 30 or pillars and the like are erected in the vertical direction to reinforce the inside. Also, as shown in FIGS. 1, 2A and 2B, the second and third hollow blocks 2 are provided at odd-numbered step positions and even-numbered step positions at corners when building and building by the brickwork method.
The side surfaces of 0, 30 are alternately exposed and the rigid side walls 27, 37
It is advisable to use a thicker part at the part where the side part appears to give a luxurious impression. Furthermore, the corresponding adjustment for making the inner side shorter than the outer side at the corner portion is performed by adjusting the first and second hollow blocks 10,
What is necessary is just to cut the foamed side wall body 11 and 21 in 20,
In addition, the cutting operation is extremely simple, and if the connecting positions of the connecting members 18 and 28 for fitting to the foamed side walls 11 and 21 are different, any one of the plurality of connecting grooves 12 and 22 is required. May be selected so as to correspond to an adhesive configuration.

【0021】また図7においては例えば一般家屋等の建
築物における躯体壁を構築する場合を示しており、構築
された基礎コンクリートBの上に適当間隔で鉄製の支柱
P、鉄筋F等を立設、配筋し、これらの支柱P、鉄筋F
を内部補強手段のものとなるようにして夫々の中空ブロ
ック10,20,30を擁壁の構築と同様にして順次に
積み上げ、また生コンクリート材Cを充填打設して構築
すればよいものである。このとき建築物の外側面におい
ては剛性側壁体27,37が、内側面においては発泡側
壁体11,21が夫々配置される。また発泡側壁体1
1,21表面に鉛直方向に沿って形成した取付溝41内
に垂木等の角材42を埋め込み状に配装固定すると共
に、この角材42に釘止め等によって石膏ボード等の内
装下地材43を固定した後にクロス等の表層材44を貼
り付けるものである。なお図中符号45は窓部材であ
り、46は躯体壁のコーナー部に配置固定される例えば
石材製の断面でL字状を呈するコーナー化粧材である。
FIG. 7 shows a case of constructing a building wall in a building such as a general house, for example. On the constructed foundation concrete B, iron columns P, reinforcing bars F and the like are erected at appropriate intervals. Arranging these pillars P and reinforcing bars F
Are used as internal reinforcement means, and the hollow blocks 10, 20, and 30 are sequentially stacked in the same manner as in the construction of the retaining wall, and the fresh concrete material C is filled and cast. is there. At this time, the rigid side walls 27 and 37 are arranged on the outer side of the building, and the foamed side walls 11 and 21 are arranged on the inner side. In addition, foam side wall 1
Square members 42 such as rafters are embedded and fixed in mounting grooves 41 formed along the vertical direction on the surfaces of the surfaces 21 and 21, and interior base materials 43 such as gypsum boards are fixed to the square members 42 by nailing or the like. After that, a surface material 44 such as a cloth is attached. In the drawing, reference numeral 45 denotes a window member, and 46 denotes a corner decorative material which is disposed and fixed at a corner portion of the skeleton wall and has an L-shaped cross section made of, for example, a stone material.

【0022】しかして以上のようにして構築されるとき
に使用される治具としての構築装置50を図8、図9を
参照して説明すると、この構築装置50は、積み上げる
中空ブロック10,20,30の両側内外位置で中空ブ
ロック10,20,30表裏面から所定間隔を隔てて立
設配置される構築用支柱51と、この両側内外位置で立
設配置される対状の構築用支柱51相互間に跨装されて
構築用支柱51相互の間隔を規制する支柱固定部材54
と、構築用支柱51夫々の外方から進退自在にネジ込ま
れ、先端が中空ブロック10,20,30表裏面夫々に
圧止される調整部材56とを備えて成り、更に構築用支
柱51相互を連繋する筋交い部材61と、調整部材56
先端に中空ブロック10,20,30表裏面との間に介
装される当接部材62とを設けたものである。
The construction device 50 as a jig used when the construction is performed as described above will be described with reference to FIGS. 8 and 9. The construction device 50 is constructed by stacking hollow blocks 10 and 20. , 30 at the inside and outside positions on both sides of the hollow blocks 10, 20, 30 at predetermined intervals from the front and back surfaces, and a pair of construction posts 51 at the inside and outside positions on both sides. A strut fixing member 54 that is straddled between the struts and regulates the interval between the struts 51 for construction.
And an adjusting member 56 which is screwed from the outside of each of the columns 51 for construction so as to be able to advance and retreat, and whose front ends are pressed against the front and back surfaces of the hollow blocks 10, 20, 30 respectively. Brace member 61 for connecting the
At the end, a contact member 62 interposed between the hollow blocks 10, 20, 30 and the front and back surfaces is provided.

【0023】構築用支柱51は、中空ブロック10,2
0,30夫々の積み上げに先立ち例えば基礎コンクリー
トB上にその両側表裏方向で敷設した帯板状の敷底板5
2の上に両側表裏方向で所定間隔を隔てて適当な固定手
段を介して着脱自在に固定することで相対峙させて立脚
状にして対状に配置されるものである。この構築用支柱
51自体は例えば断面で溝形状を呈しているチャンネル
鋼材にて形成されていると共に、構築する擁壁、躯体壁
等の高さに比しやや高くなる長さに設定されている。
The support columns 51 are constructed of hollow blocks 10 and 2.
Prior to each of the 0, 30 stacking, for example, a strip-shaped bottom plate 5 laid on the base concrete B in both front and back directions.
2 are detachably fixed via appropriate fixing means at predetermined intervals in the front and back sides on both sides so that they are opposed to each other and arranged in a pair in the shape of a standing leg. The construction support column 51 itself is formed of, for example, a channel steel material having a groove shape in cross section, and is set to have a length slightly higher than the height of a retaining wall, a skeleton wall, or the like to be constructed. .

【0024】支柱固定部材54は、構築用支柱51上端
に形成してある連繋部53に着脱自在に連繋される連繋
端55を両端に有する棒状材にて形成されており、図示
のように適宜径の剛性杆材、パイプ材等の両端をほぼL
字状に折曲することで連繋端55となしてあり、また連
繋部53は例えば連繋端55が挿入係合される孔が上面
に開穿されたブロック状のものとして構築用支柱51の
上端に固着されている。この支柱固定部材54における
連繋端55相互の間隔は敷底板52上に固定される構築
用支柱51下端相互の間隔にほぼ対応しており、立設さ
れる対状の構築用支柱51相互を鉛直方向に沿ったもの
とさせるのである。
The strut fixing member 54 is formed of a bar-shaped material having connecting ends 55 at both ends which are detachably connected to a connecting portion 53 formed at the upper end of the construction strut 51. Both ends of rigid rod material, pipe material, etc. of diameter are almost L
The connecting end 53 is formed by bending into a letter-like shape, and the connecting portion 53 is, for example, a block having a hole into which the connecting end 55 is inserted and engaged. It is stuck to. The interval between the connecting ends 55 of the support column fixing member 54 substantially corresponds to the interval between the lower ends of the building columns 51 fixed on the bottom plate 52, and the pair of building columns 51 standing upright is vertically It is made to follow the direction.

【0025】調整部材56は、鉛直状に保持された構築
用支柱51を基準として積み上げ構築させる中空ブロッ
ク10,20,30を構築用支柱51に沿って鉛直方向
に固定保持するのである。この調整部材56自体は、図
示のように構築用支柱51の上下方向に沿って適宜間隔
毎に固着したナット材57に構築用支柱51の外方から
進退自在にネジ止めされる長尺ボルト材のものとして形
成されており、後端に回転ハンドル58が付設されてい
て、先端に円盤状の当て盤59がフリーに係合されてい
るものである。またこの調整部材56は積み上げられる
夫々の中空ブロック10,20,30における高さ間隔
に対応させた間隔で構築用支柱51に配装されるもので
あり、当て盤59が上下のブロック10,20,30夫
々に跨がるようにすることで固定保持の効率性の向上を
考慮してある。
The adjusting member 56 vertically holds and holds the hollow blocks 10, 20, and 30 to be stacked and built on the basis of the construction support column 51 held vertically. The adjusting member 56 itself is a long bolt material which is screwed to the nut member 57 fixed at appropriate intervals along the vertical direction of the construction support column 51 from the outside of the construction support column 51 as shown in the figure. A rotary handle 58 is attached to the rear end, and a disk-shaped abutment plate 59 is freely engaged at the front end. The adjusting members 56 are arranged on the construction columns 51 at intervals corresponding to the height intervals of the respective hollow blocks 10, 20, 30 to be stacked. , 30 to improve the efficiency of fixed holding.

【0026】更に筋交い部材61は、擁壁、躯体壁等と
して構築されるときの左右方向である構築方向に沿って
配列設置されている構築用支柱51相互間を傾斜状にし
て連結するのであり、この筋交い部材61自体は例えば
適当幅員の帯板製、適宜径の杆材製等ものとしてあっ
て、例えば両端を隣接配置される構築用支柱51夫々の
上下部分で係合、ネジ止め等によって固定するものとし
てある。
Further, the brace members 61 connect the building columns 51 arranged along the building direction which is the left-right direction when building as a retaining wall, a skeleton wall, etc., in an inclined manner. The bracing member 61 itself is made of, for example, a strip having an appropriate width, made of a rod having an appropriate diameter, or the like. There is something to fix.

【0027】当接部材62は、調整部材56における前
記当て盤59の外形に比し小さくはない内法幅員を有す
る断面で溝形を呈するチャンネル鋼材にて形成されてお
り、図示のように上下方向に積み上げられる中空ブロッ
ク10,20,30夫々に跨がって水平方向に沿うよう
にして配置されるものとしてあり、必要があれば表面に
張り付け等によって形成したクッション材によって中空
ブロック10,20,30夫々の表面の保護を確実性に
する。
The contact member 62 is formed of a channel steel material having a groove-shaped cross section having an inner width not smaller than the outer shape of the abutment plate 59 of the adjusting member 56. It is arranged so as to extend along each of the hollow blocks 10, 20, 30 stacked in the horizontal direction so as to extend along the horizontal direction. If necessary, the hollow blocks 10, 20, 20 may be provided by a cushioning material formed by adhering to the surface or the like. , 30 ensure the protection of each surface.

【0028】また図中符号65は構築用支柱51に付設
された水準器であり、立設配置される構築用支柱51自
体の鉛直方向、水平方向夫々を計測させることで構築装
置50自体の構枠作業を迅速に行なえるように配慮した
ものである。
Reference numeral 65 in the figure denotes a level attached to the construction support column 51. The level of the construction support column 51 itself is measured in the vertical direction and the horizontal direction, and the construction of the construction device 50 itself is measured. Consideration has been given so that framing work can be performed quickly.

【0029】こうした構築装置50によって各中空ブロ
ック10,20,30夫々を構築する手順の一例を説明
すると、構築した基礎コンクリートB上に敷底板52を
配置して両側表裏で対となる構築用支柱51を所定間隔
を隔てて配列設置する。このとき対となる構築用支柱5
1相互間では支柱固定部材54を介してそれらの上端部
相互間で連結すると共に、構築方向に沿っている構築用
支柱51相互間では筋交い部材61によって連結してお
く。このようにして構築すべき擁壁、躯体壁等を囲うよ
うにして構枠設置した後に基礎コンクリートB上に所定
の順序で夫々の中空ブロック10,20,30を積み上
げるのであり、積み上げる過程においてまたは積み上げ
後に調整部材56を構築用支柱51外方から捩じ込み、
その先端を上下の中空ブロック10,20,30相互間
で跨がせて配置した当接部材62を介装させて両側表裏
から中空ブロック10,20,30夫々を挟み込み、水
準器65にて計測しながら鉛直方向、水平方向を確認し
て固定するのである。一方、生コンクリート材Cを中空
ブロック10,20,30夫々の内部に打設充填するの
であり、適当期間で養生し、凝固した後で構築装置50
を脱型すればよいのである。
An example of a procedure for constructing each of the hollow blocks 10, 20, 30 by such a constructing apparatus 50 will be described. A floor plate 52 is arranged on the constructed foundation concrete B, and a pair of construction columns are formed on both sides. 51 are arranged at predetermined intervals. At this time, a pair of building supports 5 to be paired
The upper ends are connected to each other via a column fixing member 54 between the columns 1, and the strut members 61 are connected between the columns 51 for construction along the direction of construction. In this manner, the respective hollow blocks 10, 20, 30 are stacked in a predetermined order on the foundation concrete B after the frame is installed so as to surround the retaining wall, the skeleton wall, etc. to be constructed. After the stacking, the adjusting member 56 is screwed in from outside of the support column 51 for construction,
The ends of the hollow blocks 10, 20, and 30 are interposed between the upper and lower hollow blocks 10, 20, and 30, and the hollow blocks 10, 20, and 30 are sandwiched from both sides and measured with a level 65. While checking the vertical and horizontal directions, it is fixed. On the other hand, the ready-mixed concrete material C is cast and filled into each of the hollow blocks 10, 20, and 30, and after being cured and solidified for an appropriate period, the construction apparatus 50 is filled.
What is necessary is to remove the mold.

【0030】[0030]

【発明の効果】本発明は以上のように構成されているた
め、例えば一般家屋、住居等の各種建築物における躯体
壁、外構設備等における擁壁等を構築するに際し、発泡
合成樹脂材製の発泡側壁体11,21、石材等の剛性材
製の剛性側壁体27,37等を両側部とする中空ブロッ
ク10,20,30の使用によって簡単、迅速にしかも
美麗に体裁よく構築設置することができる。しかも異な
る素材の組合せによる各種の中空ブロック10,20,
30の積み上げ、隣接配置等の構成で内外壁の同時施工
を可能にして工期を著しく短縮できるばかりでなく、軽
量であるために簡単に取り扱えることと相俟ち熟練を要
せず簡単に施工できるのである。更に発泡側壁体11,
21による断熱性によって保温効果も得られて寒冷地に
おいても最適なものとでき、地上露出部分に配置の剛性
側壁体27,37はその表面によって化粧効果が得ら
れ、特別な化粧処理も不要となるものである。
Since the present invention is constructed as described above, for example, when constructing a building wall in various buildings such as ordinary houses and dwellings, and a retaining wall in external facilities, etc., it is made of a foamed synthetic resin material. By using hollow blocks 10, 20, 30 having both sides as foam side walls 11, 21 and rigid side walls 27, 37, etc., made of a rigid material such as a stone material, the construction and installation can be performed easily, quickly and beautifully. Can be. Moreover, various types of hollow blocks 10, 20,
With the construction of 30 piles, adjacent arrangement, etc., simultaneous construction of the inner and outer walls is possible and not only the construction period can be shortened remarkably, but also because it is lightweight and easy to handle, it can be easily constructed without skill. It is. Further, the foamed side wall body 11,
The heat insulating effect of the heat insulating material 21 can also provide a heat retaining effect, which can be optimized even in cold regions, and the rigid side walls 27 and 37 disposed on the exposed portion on the ground can provide a decorative effect by their surfaces, so that no special cosmetic treatment is required. It becomes.

【0031】すなわちこれは本発明において、基礎コン
クリートB上に、両側部が共に発泡側壁体11とされて
いる第1の中空ブロック10と、一側部が発泡側壁体2
1、他側部が剛性側壁体27とされている第2の中空ブ
ロック20と、両側部が剛性側壁体37とされている第
3の中空ブロック30とを選択的に組合せて積み上げる
と共に、発泡側壁体11,21が地中埋設部分に、剛性
側壁体27,37が地上露出部分に夫々配置され、中空
内部には生コンクリート材Cを充填して成るものとする
ことで躯体壁、擁壁としたからである。また基礎コンク
リートBの上に、両側が地中埋設部分では両側部が発泡
側壁体11とされている第1の中空ブロック10を、一
方が地中埋設部分で、他方が地上露出部分では一側部が
発泡側壁体21、他側部が剛性側壁体27とされている
第2の中空ブロック20を、両側が地上露出部分では両
側部が剛性側壁体37とされている第3の中空ブロック
30を夫々積み上げ、中空内部には生コンクリート材C
を充填して凝固一体化する構築方法としたからである。
更にその構築装置50は、積み上げる中空ブロック1
0,20,30の両側内外位置で立設配置される構築用
支柱51と、この構築用支柱51相互の間隔を規制する
よう跨装される支柱固定部材54と、構築用支柱51夫
々にネジ込まれ、先端が中空ブロック10,20,30
表裏面夫々に圧止される調整部材56とを備えて成るも
のとしたからである。
That is, according to the present invention, the first hollow block 10 having both sides formed of the foamed side walls 11 on the base concrete B and the foamed side walls 2 formed on one side are provided in the present invention.
1. The second hollow block 20 having the rigid side wall 27 on the other side and the third hollow block 30 having the rigid side wall 37 on both sides are selectively combined and stacked, and foamed. The side wall members 11 and 21 are disposed in the underground portion, and the rigid side wall members 27 and 37 are disposed in the exposed portion on the ground. Because it was. On the foundation concrete B, a first hollow block 10 in which both sides are foamed side walls 11 at both sides are buried in the ground, and one side is a ground buried part and the other is one side at the ground exposed part. The second hollow block 20 has a foamed side wall 21 and a rigid side wall 27 on the other side. The third hollow block 30 has rigid side walls 37 on both sides where both sides are exposed above the ground. Is piled up, and the inside of the hollow is ready-mixed concrete material C
This is because a construction method of filling and solidifying and integrating is adopted.
Further, the construction device 50 is provided with the hollow block 1 to be stacked.
The support columns 51 are vertically arranged at the inner and outer positions on both sides of the support columns 0, 20, 30, a support column fixing member 54 laid so as to regulate an interval between the support columns 51, and a screw is provided for each of the support columns 51. And the ends are hollow blocks 10, 20, 30
This is because it is provided with the adjusting member 56 which is pressed against each of the front and back surfaces.

【0032】また構築設置された基礎コンクリートB上
に積み上げられる夫々の中空ブロック10,20,30
は、地中埋設部分では発泡合成樹脂材製の発泡側壁体1
1,21が配置されるものとしてあるから、この発泡側
壁体11,21自体は非圧縮性のものであるために土圧
を十分に支持でき、堅牢強固な底基礎部を形成している
のである。一方、地上露出部分では例えば天然石材等の
剛性材製の剛性側壁体27,37が配置されるものとし
てあるから、そのままで美麗な壁面を形成しているので
あり、特別な化粧処理が必要でなく、全体施工を極めて
簡素化させることができる。しかも中空ブロック10,
20,30夫々における内部空間に生コンクリート材C
を充填するから、これによって積み上げ、隣接配置の中
空ブロック10,20,30夫々を凝固一体化すること
ができ、構築後ではそのままで堅牢強固な内外の壁体を
構成できるものである。
Each of the hollow blocks 10, 20, 30 stacked on the foundation concrete B constructed and installed is provided.
Is a foamed side wall body 1 made of a foamed synthetic resin material in an underground portion.
Since the foamed side walls 11 and 21 are incompressible, they can sufficiently support the earth pressure and form a strong and firm bottom base. is there. On the other hand, since the rigid side walls 27 and 37 made of a rigid material such as a natural stone are arranged on the exposed portion on the ground, a beautiful wall surface is formed as it is, and a special cosmetic treatment is required. Therefore, the entire construction can be extremely simplified. Moreover, the hollow block 10,
Fresh concrete material C in the internal space in each of 20, 30
Thus, the hollow blocks 10, 20, and 30 arranged adjacent to each other can be solidified and integrated by solidification, so that the inner and outer wall members that are robust and strong can be formed as they are after construction.

【0033】そればかりでなく夫々の中空ブロック1
0,20,30は相対峙状にして両側部に配置の夫々の
側壁体11,21,27,37相互を連結体18,2
8,38によって架装するように連結しているから、内
部が中空になっているために全体重量が著しく軽量化さ
れたものとなっており、例えば熟練者でなくても簡単、
容易に取り扱うことができ、構築装置50の使用と相俟
ち、歪みのない体裁のよい躯体壁、擁壁等を構築するこ
とができる。
In addition, each hollow block 1
Numerals 0, 20, and 30 are opposed to each other, and the respective side walls 11, 21, 27, and 37 arranged on both sides are connected to each other by connecting bodies 18, 2.
8, 38 so as to be mounted on the body, so that the inside is hollow, so the overall weight is significantly reduced.
It can be easily handled, and in combination with the use of the construction device 50, it is possible to construct a skeleton wall, a retaining wall, and the like that have a good appearance without distortion.

【0034】また第1、第2の中空ブロック10,20
における発泡側壁体11,21は裏面に連結溝12,2
2を形成してあるから、この連結溝12,22内に連結
体18,28を嵌め入れ連結するときに例えば接着剤を
介在させて連結する場合ではその接合面積を増大したも
のとすることで一層強固に一体化することができるので
ある。しかもこの連結溝12,22は幅員が異なる複数
のものとして配置されているから、これに嵌め入れ連結
させる連結体18,28の肉厚が異なることがあっても
その連結位置を選択すること等でこれに対応できると共
に、例えばコーナー部で構築されるときに長さが調整さ
れる内部側の発泡側壁体11,21が切断されるとき、
夫々の中空ブロック10,20における連結体18,2
8による嵌め入れ連結位置を変更調整することもできる
のである。
The first and second hollow blocks 10, 20
The side wall bodies 11 and 21 in FIG.
2 is formed, and when the connecting bodies 18 and 28 are fitted and connected in the connecting grooves 12 and 22, for example, in the case of connecting via an adhesive, the bonding area is increased. It is possible to integrate more firmly. In addition, since the connecting grooves 12 and 22 are arranged as a plurality of members having different widths, even if the connecting members 18 and 28 to be fitted and connected to the connecting grooves 18 and 28 may have different thicknesses, the connecting position can be selected. When the foamed side walls 11 and 21 on the inner side whose length is adjusted when being constructed at the corner portion are cut, for example,
The connecting members 18, 2 in the respective hollow blocks 10, 20
It is also possible to change and adjust the position of the fitting connection by the switch 8.

【0035】躯体壁、擁壁等を構築するときに第1、第
2の中空ブロック10,20相互を上下方向で積み上げ
る一方、左右方向で隣接配置して構成するとき、第1、
第2の中空ブロック10,20夫々における発泡側壁体
11,21の上下結合突条13,23と上下結合溝1
4,24とが、同様に左右結合突条15,25と左右結
合溝16,26とが夫々に嵌め合うものとなっているか
ら、相互に結合するときの位置ずれを生じさせずに確実
に行なわせることができる。
The first and second hollow blocks 10 and 20 are vertically stacked when constructing a skeleton wall, a retaining wall, and the like, while the first and second hollow blocks 10 and 20 are arranged adjacently in the left and right direction.
The upper and lower connecting ridges 13 and 23 of the foam side walls 11 and 21 in the second hollow blocks 10 and 20, respectively, and the upper and lower connecting grooves 1
Similarly, since the left and right connecting ridges 15, 25 and the left and right connecting grooves 16, 26 are fitted to each other, the right and left connecting ridges 15, 25 are surely prevented from being displaced when they are connected to each other. Can be done.

【0036】しかもこの発泡合成樹脂材製の発泡側壁体
11,21はそれ自体が有する断熱性によって内外の熱
を遮断し、躯体壁、擁壁等の内側を保温させることがで
き、例えば特に寒冷地における保温断熱構造の壁構造と
するのに極めて有効なものとなるのである。
Moreover, the foamed side walls 11 and 21 made of foamed synthetic resin can block the heat inside and outside due to the heat insulating property of the foamed side walls, and can keep the inside of the skeleton wall, the retaining wall, etc. This is extremely effective for making the wall structure of the heat insulation structure in the ground.

【0037】更に躯体壁、擁壁等を構築するに際し使用
される構築装置50は、構築すべき躯体壁、擁壁等の両
側内外位置で立設される対状の構築用支柱51と、この
構築用支柱51相互を跨装して連結する支柱固定部材5
4等によって躯体壁、擁壁等を囲むものとなり、しかも
鉛直方向に設定される構築用支柱51にはこれの外方か
ら進退自在にネジ込まれた調整部材56先端を中空ブロ
ック10,20,30夫々の表裏面に対して圧止させる
から、積み上げる中空ブロック10,20,30夫々を
鉛直方向に沿ったものとして、それを調整しながら確実
に支持できるのである。
Further, a construction apparatus 50 used for constructing a skeleton wall, a retaining wall, and the like includes a pair of construction support columns 51 erected at inner and outer positions on both sides of the skeleton wall, the retaining wall, and the like to be constructed. Supporting column fixing member 5 for straddling and connecting the supporting columns 51 to each other
4 and the like surrounds the skeleton wall, retaining wall, and the like, and furthermore, the tip of the adjusting member 56 screwed from the outside thereof to the construction support column 51 which is set vertically, is attached to the hollow blocks 10, 20,. Since the pressure is stopped against the front and back surfaces of each of the thirty, the hollow blocks 10, 20, and 30 to be stacked can be supported along the vertical direction while adjusting them.

【0038】またこの構築装置50における筋交い部材
61は構築用支柱51相互を連繋するから、構築用支柱
51夫々の立設配置を歪みのない状態にしてに確実に支
持するのである。調整部材56先端に中空ブロック1
0,20,30夫々との間に介装されるように設けた当
接部材62は中空ブロック10,20,30夫々を調整
部材56によって確実に圧止すると共にそれらの表面を
保護することで構築中における損傷等を回避することが
できる。
Since the brace members 61 of the construction apparatus 50 connect the construction columns 51 to each other, the construction columns 51 are surely supported in an upright arrangement without distortion. Hollow block 1 at the end of adjustment member 56
The abutment member 62 provided so as to be interposed between the hollow blocks 10, 20, and 30 ensures that the hollow blocks 10, 20, and 30 are pressed by the adjusting member 56 and protects their surfaces. Damage during construction can be avoided.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の擁壁とした場合の実施の形態における
一部切欠斜視図である。
FIG. 1 is a partially cutaway perspective view of an embodiment when a retaining wall according to the present invention is used.

【図2】同じく要部の横断面図であり、その(A)は奇
数段目での、その(B)は偶数段目でのものである。
FIG. 2 is a cross-sectional view of a main part, in which (A) is an odd-numbered stage and (B) is an even-numbered stage.

【図3】同じく縦断面図である。FIG. 3 is a longitudinal sectional view of the same.

【図4】本発明において、表裏面部夫々が発泡合成樹脂
材製の発泡側壁体となっている第1の中空ブロックの斜
視図である。
FIG. 4 is a perspective view of a first hollow block in which front and back portions are foamed side walls made of a foamed synthetic resin material in the present invention.

【図5】同じく表裏面部の一方が発泡合成樹脂材製の発
泡側壁体、他方が石材等の剛性材製の剛性側壁体となっ
ている第2の中空ブロックの斜視図である。
FIG. 5 is a perspective view of a second hollow block in which one of the front and rear portions is a foamed side wall made of a foamed synthetic resin material and the other is a rigid side wall made of a rigid material such as a stone.

【図6】同じく表裏面部夫々が石材等の剛性材製の剛性
側壁体となっている第3の中空ブロックの斜視図であ
る。
FIG. 6 is a perspective view of a third hollow block in which each of the front and rear portions is a rigid side wall made of a rigid material such as a stone material.

【図7】同じく躯体壁とした場合の実施の形態における
横断面図である。
FIG. 7 is a cross-sectional view of the embodiment in the case where a skeleton wall is also used.

【図8】本発明の構築装置の使用の一例を示す斜視図で
ある。
FIG. 8 is a perspective view showing an example of use of the construction apparatus of the present invention.

【図9】本発明の構築装置の使用の一例を示す一部を省
略した縦断面図である。
FIG. 9 is a partially omitted longitudinal sectional view showing an example of use of the construction apparatus of the present invention.

【符号の説明】[Explanation of symbols]

B…基礎コンクリート C…生コンクリ
ート材 F…鉄筋 P…支柱 GL…地上面 10…第1の中空ブロック 11…発泡側壁
体 12…連結溝 13…上下結合
突条 14…上下結合溝 15…左右結合
突条 16…左右結合溝 18…連結体 20…第2の中空ブロック 21…発泡側壁
体 22…連結溝 23…上下結合
突条 24…上下結合溝 25…左右結合
突条 26…左右結合溝 27…剛性側壁
体 28…連結体 30…第3の中空ブロック 37…剛性側壁
体 38…連結体 41…取付溝 42…角材 43…内装下地材 44…表層材 45…窓部材 46…コーナー
化粧材 50…構築装置 51…構築用支
柱 52…敷底板 53…連繋部 54…支柱固定部材 55…連繋端 56…調整部材 57…ナット材 58…回転ハンドル 59…当て盤 61…筋交い部材 62…当接部材 65…水準器
B: Basic concrete C: Fresh concrete material F: Reinforcing bar P: Support column GL: Ground surface 10: First hollow block 11: Foamed side wall 12: Connection groove 13: Vertical connecting ridge 14 ... Vertical connecting groove 15: Right and left connecting Protrusions 16 ... left and right connecting grooves 18 ... connecting body 20 ... second hollow block 21 ... foamed side wall 22 ... connecting grooves 23 ... upper and lower connecting protrusions 24 ... upper and lower connecting grooves 25 ... left and right connecting protrusions 26 ... left and right connecting grooves 27 ... Rigid side wall member 28 ... Connected member 30 ... Third hollow block 37 ... Rigid side wall member 38 ... Connected member 41 ... Mounting groove 42 ... Square material 43 ... Interior base material 44 ... Surface layer material 45 ... Window member 46 ... Corner decorative material 50 ... Construction device 51 ... Construction post 52 ... Bottom plate 53 ... Connecting portion 54 ... Post fixing member 55 ... Connecting end 56 ... Adjustment member 57 ... Nut material 58 ... Rotating handle 59 ... Applying plate 61 ... Brace portion 62 ... contact members 65 ... Level

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 構築設置される基礎コンクリート上に、
表裏面部である両側部が共に発泡合成樹脂材製の発泡側
壁体とされている第1の中空ブロックと、表裏面部のい
ずれか一側部が発泡合成樹脂材製の発泡側壁体、他側部
が剛性材製の剛性側壁体とされている第2の中空ブロッ
クと、表裏面部である両側部が剛性材製の剛性側壁体と
されている第3の中空ブロックとを選択的に組合せて積
み上げると共に、夫々の中空ブロックにおいては発泡側
壁体が地中埋設部分に、剛性側壁体が地上露出部分に夫
々配置され、また夫々の中空ブロックの中空内部には生
コンクリート材を充填して成ることを特徴とする構築用
中空ブロックによる躯体壁・擁壁。
1. On a foundation concrete to be constructed and installed,
A first hollow block in which both sides which are front and back portions are made of a foamed synthetic resin material, and a foamed side wall member made of a foamed synthetic resin material in one of the front and back portions; Are selectively combined and stacked with a second hollow block having a rigid side wall made of a rigid material and a third hollow block having rigid side walls made of a rigid material on both front and rear sides. At the same time, in each of the hollow blocks, the foamed side wall is disposed in the underground portion, the rigid side wall is disposed in the exposed portion above the ground, and the hollow interior of each hollow block is filled with fresh concrete material. Building walls and retaining walls with hollow blocks for construction.
【請求項2】 裏面に幅員が異なる複数の連結溝を上下
方向に沿って形成し、上下側面のいずれか一方には上下
結合突条を、他方にはこの上下結合突条に嵌め合わされ
る上下結合溝を夫々設け、また左右側面のいずれか一方
には左右結合突条を、他方にはこの左右結合突条に嵌め
合わされる左右結合溝を夫々設けて、表裏面部夫々とな
るように表裏両側に配置される発泡合成樹脂材製の発泡
側壁体と、この発泡側壁体相互を連結溝内に側縁部が嵌
め入れられることで連結する複数の連結体とを備えて成
ることを特徴とする躯体壁・擁壁の構築に使用される中
空ブロック。
2. A plurality of connecting grooves having different widths are formed on the back surface along a vertical direction, and one of upper and lower side surfaces is provided with an upper and lower connecting ridge, and the other is provided with an upper and lower connecting ridge fitted to the upper and lower connecting ridge. A connecting groove is provided, and a left and right connecting ridge is provided on one of the left and right side surfaces, and a left and right connecting groove is provided on the other side so as to be fitted to the left and right connecting ridge. Characterized by comprising a foamed side wall made of a foamed synthetic resin material and a plurality of connecting bodies for connecting the foamed side walls to each other by fitting a side edge portion into a connecting groove. Hollow block used for construction of building and retaining walls.
【請求項3】 裏面に幅員が異なる複数の連結溝を上下
方向に沿って形成し、上下側面のいずれか一方には上下
結合突条を、他方にはこの上下結合突条に嵌め合わされ
る上下結合溝を夫々設け、また左右側面のいずれか一方
には左右結合突条を、他方にはこの左右結合突条に嵌め
合わされる左右結合溝を夫々設けて、表裏面部のいずれ
か一方に配置される発泡合成樹脂材製の発泡側壁体と、
表裏面部のいずれか他方に配置される所定肉厚の薄板状
の剛性材製の剛性側壁体と、これらの発泡側壁体、剛性
側壁体相互を一方の側縁部が連結溝内に嵌め入れられる
ことで、他方の側縁部が剛性側壁体裏面に接着されるこ
とで連結する複数の連結体とを備えて成ることを特徴と
する躯体壁・擁壁の構築に使用される中空ブロック。
3. A plurality of connecting grooves having different widths are formed on the back surface along a vertical direction, and one of upper and lower side surfaces has an upper and lower connecting ridge, and the other has an upper and lower connecting ridge fitted to the upper and lower connecting ridge. A coupling groove is provided respectively, and a left and right coupling ridge is provided on one of the left and right side surfaces, and a left and right coupling groove fitted on the left and right coupling ridge is provided on the other side. Foamed synthetic resin material foam side wall body,
One side edge of the rigid side wall member made of a thin plate-like rigid material having a predetermined thickness disposed on one of the front and back surfaces and the foamed side wall member and the rigid side wall member is fitted into the connection groove. A hollow block used for construction of a skeleton wall / retaining wall, comprising: a plurality of connecting bodies that are connected by bonding the other side edge to the back surface of the rigid side wall body.
【請求項4】 表裏面部の両側に配置される所定肉厚の
薄板状の剛性材製の剛性側壁体と、この剛性側壁体相互
を側縁部が剛性側壁体裏面に接着されることで連結する
複数の連結体とを備えて成ることを特徴とする躯体壁・
擁壁の構築に使用される中空ブロック。
4. A rigid side wall made of a rigid material having a predetermined thickness and disposed on both sides of the front and back sides, and the rigid side walls are connected to each other by bonding the side edges to the back side of the rigid side wall. And a plurality of connecting bodies to
Hollow blocks used to construct retaining walls.
【請求項5】 構築した基礎コンクリートの上に、表裏
の両側が地中埋設部分では表裏面部である両側部が共に
発泡合成樹脂材製の発泡側壁体とされている第1の中空
ブロックを、表裏の両側のいずれか一方が地中埋設部分
で、他方が地上露出部分では表裏面部のいずれか一側部
が発泡合成樹脂材製の発泡側壁体、他側部が剛性材製の
剛性側壁体とされている第2の中空ブロックを、表裏の
両側が地上露出部分では表裏面部である両側部が剛性材
製の剛性側壁体とされている第3の中空ブロックを夫々
積み上げ、夫々の中空ブロックの中空内部には生コンク
リート材を充填して凝固一体化することを特徴とした構
築用中空ブロックによる躯体壁・擁壁の構築方法。
5. A first hollow block having a foamed side wall made of a foamed synthetic resin material on both sides thereof, both sides of which are buried underground, on both sides of the foundation concrete, Either one of the front and back sides is a buried underground part, and the other is an exposed part on the ground, and one of the front and back sides is a foamed side wall made of a foamed synthetic resin material, and the other side is a rigid side wall made of a rigid material. In the second hollow block, a third hollow block in which both front and rear sides are rigid side walls made of a rigid material on both sides, which are front and back portions at the exposed portions on the ground, is stacked, and the respective hollow blocks are stacked. A method of constructing a skeleton wall / retaining wall using a hollow block for construction, characterized by filling a hollow interior with a ready-mixed concrete material to solidify and integrate.
【請求項6】 積み上げる中空ブロックの両側内外位置
で中空ブロック表裏面から所定間隔を隔てて立設配置さ
れる構築用支柱と、この両側内外位置で立設配置される
対状の構築用支柱相互間に跨装されて構築用支柱相互の
間隔を規制する支柱固定部材と、構築用支柱夫々の外方
から進退自在にネジ込まれ、先端が中空ブロック表裏面
夫々に圧止される調整部材とを備えていることを特徴と
する構築用中空ブロックによる躯体壁・擁壁の構築装
置。
6. A construction column which is erected at predetermined distances from the front and back surfaces of the hollow block at both inside and outside positions of the hollow block to be stacked, and a pair of construction columns which are erected and arranged at both inside and outside positions of the hollow block. A strut fixing member that is straddled between and regulates the interval between the construction struts, and an adjustment member that is screwed in from the outside of each of the construction struts so as to be able to advance and retreat from the outside, and the tip is pressed against the front and back surfaces of the hollow block, respectively. An apparatus for constructing a skeleton wall / retaining wall using a hollow block for construction, comprising:
【請求項7】 請求項6記載の構築用中空ブロックによ
る躯体壁・擁壁の構築装置において、構築用支柱相互を
連繋する筋交い部材と、調整部材先端に中空ブロック表
裏面との間に介装される当接部材とを設けたことを特徴
とする構築用中空ブロックによる躯体壁・擁壁の構築装
置。
7. An apparatus for constructing a skeleton wall / retaining wall by using a hollow block for construction according to claim 6, wherein a bracing member connecting the construction columns and a front and back surface of the hollow block at the tip of the adjusting member. A building wall / retaining wall using a building hollow block provided with an abutting member.
JP9062253A 1997-02-28 1997-02-28 Building-frame wall and retaining wall by hollow block for construction, hollow block used for constructing building-frame wall and retaining wall thereof, and method and equipment for building-frame wall and retaining wall Pending JPH10237985A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9062253A JPH10237985A (en) 1997-02-28 1997-02-28 Building-frame wall and retaining wall by hollow block for construction, hollow block used for constructing building-frame wall and retaining wall thereof, and method and equipment for building-frame wall and retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9062253A JPH10237985A (en) 1997-02-28 1997-02-28 Building-frame wall and retaining wall by hollow block for construction, hollow block used for constructing building-frame wall and retaining wall thereof, and method and equipment for building-frame wall and retaining wall

Publications (1)

Publication Number Publication Date
JPH10237985A true JPH10237985A (en) 1998-09-08

Family

ID=13194806

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9062253A Pending JPH10237985A (en) 1997-02-28 1997-02-28 Building-frame wall and retaining wall by hollow block for construction, hollow block used for constructing building-frame wall and retaining wall thereof, and method and equipment for building-frame wall and retaining wall

Country Status (1)

Country Link
JP (1) JPH10237985A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030013076A (en) * 2001-08-07 2003-02-14 대한주택공사 Block for retaining wall and method of constructing retaining wall whereby
JP2007177523A (en) * 2005-12-28 2007-07-12 Jsp Corp Termite-proof foundation corner part structure for building, and construction method of termite-proof foundation for building
JP2012062631A (en) * 2010-09-14 2012-03-29 Saikou Maintenance:Kk Horizontal temporary device
CN108930284A (en) * 2018-06-05 2018-12-04 南京吉欧地下空间科技有限公司 A kind of assembled barrier wall structure and earth-filling method
CN109098307A (en) * 2018-07-13 2018-12-28 中国冶集团有限公司 Brick output enters the wall body structure and wall building method of stone

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030013076A (en) * 2001-08-07 2003-02-14 대한주택공사 Block for retaining wall and method of constructing retaining wall whereby
JP2007177523A (en) * 2005-12-28 2007-07-12 Jsp Corp Termite-proof foundation corner part structure for building, and construction method of termite-proof foundation for building
JP2012062631A (en) * 2010-09-14 2012-03-29 Saikou Maintenance:Kk Horizontal temporary device
CN108930284A (en) * 2018-06-05 2018-12-04 南京吉欧地下空间科技有限公司 A kind of assembled barrier wall structure and earth-filling method
CN108930284B (en) * 2018-06-05 2023-09-12 南京吉欧地下空间科技有限公司 Assembled retaining wall structure and backfilling method
CN109098307A (en) * 2018-07-13 2018-12-28 中国冶集团有限公司 Brick output enters the wall body structure and wall building method of stone

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