JP2000001865A - Side face body for construction and execution method of structure using the same - Google Patents

Side face body for construction and execution method of structure using the same

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Publication number
JP2000001865A
JP2000001865A JP11142736A JP14273699A JP2000001865A JP 2000001865 A JP2000001865 A JP 2000001865A JP 11142736 A JP11142736 A JP 11142736A JP 14273699 A JP14273699 A JP 14273699A JP 2000001865 A JP2000001865 A JP 2000001865A
Authority
JP
Japan
Prior art keywords
construction
lateral
side plate
view
tool
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
JP11142736A
Other languages
Japanese (ja)
Inventor
Takeshige Shimonohara
武茂 下ノ原
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 JP11142736A priority Critical patent/JP2000001865A/en
Publication of JP2000001865A publication Critical patent/JP2000001865A/en
Pending legal-status Critical Current

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  • Retaining Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve workability by forming horizontal engaging members and dovetail grooves at the upper and lower ends of a side face plate respectively and connecting upper- lower side face plates through connectors installed into the dovetail grooves. SOLUTION: An upper horizontal engaging member 2G, to which screw-shaped connecting holes 20 are formed, is installed at the upper end section of a side face plate 1 while a dovetail groove 27 is formed at a lower end section. A connector 3E, in which a projecting-shaped fitting tool 36 fitted into the dovetail groove 27 is formed at one end and a connecting hole 30 is formed at the other end, is mounted, and the connector 3E is set up into the dovetail groove 27 and the side face body A5 for construction is constituted. When the upper and lower side face bodies A5 are coupled, clamping tools 6 are fixed easily into the connecting holes 20 because the connectors 3E are moved freely in the horizontal direction. A fitting 43 having a ring in a head section is fitted into the dovetail groove 27, and a clamping material is installed to the ring and used as a separator holding a space between the side face plate 1 and the opposed side face plate. Accordingly, the execution of works is carried out easily, strength can be increased, and the mutual horizontal displacement of various side face bodies having a plate shape, a curved-surface shape, etc., is absorbed and the accuracy of finishing can be improved.

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】この発明は、擁壁の仕上材、
あるいは建物の外壁、内壁の化粧材及び構築物のコンク
リート用型枠に利用されるいわゆる構築用ブロック体に
関する。
TECHNICAL FIELD The present invention relates to a finishing material for a retaining wall,
Alternatively, the present invention relates to a so-called building block used for a decorative material of an outer wall and an inner wall of a building and a concrete formwork of a building.

【0002】[0002]

【従来の技術】第1には、コンクリート工事において、
大工、石工等の職人不足から工事の工程に支障をきたし
ている。このことは職人が熟練を要し、数年の修業が必
要であることがその要因の一つである。第2は、現在の
構築物の仕上げの工程が複雑で各種の職人の工程を得な
ければ構築物の完成をみない点に問題がある。第3に
は、現在の工法が直線を対象にしているため、曲線部の
工事が出来ない。現在、建設業界は職人の不足に悩まさ
れ、工事の進捗に支障をきたし、強いては工事費の増大
に悩まされている。今後もこの現象が続くものと考えら
れる。
2. Description of the Related Art First, in concrete work,
The shortage of carpenters, masons and other craftsmen has hindered the construction process. One of the factors is that this requires skill and requires several years of training. Second, there is a problem in that the process of finishing the current structure is complicated, and the completion of the structure is not completed unless various processes of craftsmen are obtained. Third, since the current construction method targets straight lines, construction of curved sections cannot be performed. At present, the construction industry is struggling with the shortage of craftsmen, hindering the progress of construction, and at the cost of increasing construction costs. This phenomenon is expected to continue in the future.

【0003】[0003]

【発明が解決しようとする課題】本発明は上記実情に鑑
み、熟練労働者を必要としないで簡単に組立することが
出来、さらに、直線部及び曲線部においても問題なく構
築することが出来るブロック体を提供することを目的
(技術的手段)とする。本発明は更に、職人を必要とし
ないで工事工程を簡略化し、さらに、美麗な壁体を得る
ことのできるブロック体を提供することもその目的の一
つである。
SUMMARY OF THE INVENTION In view of the above circumstances, the present invention provides a block which can be easily assembled without the need for skilled workers, and which can be constructed without problems even in straight sections and curved sections. The purpose is to provide the body (technical means). Another object of the present invention is to provide a block body that can simplify a construction process without requiring a craftsman and obtain a beautiful wall body.

【0004】[0004]

【課題を解決するための手段】本発明の構築用ブロック
体は上記目的を達成するために、以下の構成(技術的手
段)を採る。すなわち、実質的に矩形をなす側面板1
と、側面板の上下端付近に横係合材2を固設し、隣接す
る該ブロック体のBの横係合材とを連結具3によって接
合固定する。さらに、該側面板1と対向する側面板、支
柱8及び竪係合材5のいづれかを緊結材4で緊結するこ
とを特徴とする。 (作用)一般的に、構築物は直線、直線等種々多様で構
築用ブロック体も常にこの様な条件に対応して設置出来
ることが必要である。当ブロック体の横係合材に具備さ
れた連結具は、任意の位置でブロック体Bと接合できる
ため、曲線部に於いて上段、下段ブロック体の位置がず
れても、ブロック体A、Bの連結は可能である。
In order to achieve the above object, the construction block of the present invention employs the following constitution (technical means). That is, the side plate 1 having a substantially rectangular shape
And the horizontal engaging material 2 is fixed near the upper and lower ends of the side plate, and the horizontal engaging material B of the adjacent block body is joined and fixed by the connector 3. Further, any one of the side plate, the column 8 and the vertical engaging member 5 facing the side plate 1 is tied by the tying member 4. (Operation) In general, there are various kinds of structures, such as straight lines and straight lines, and it is necessary that a block for construction can always be installed corresponding to such conditions. Since the connecting tool provided on the horizontal engaging member of the block body can be joined to the block body B at an arbitrary position, even if the upper and lower block bodies are displaced in the curved portion, the block bodies A and B are displaced. Is possible.

【0005】[0005]

【発明の実施の形態】本発明の構築用ブロック体の実施
例を図面に基づいて説明する。 (第1実施例)第1図から第4図までは突き合わせ圧着
方法による実施例を示す。第1実施例を第1図から第3
図に示す。第1図は側面板の裏側より見た組立て斜視図
で、第2図(a) は連結具の一実施例の斜視図で、第2図
(b) は別の横結合材の断面図を示す。図において、構築
用ブロック体Aは基本的にほぼ矩形をなす側面板の上下
両端にL形を有する横係合材2が固設されている。L形
を有する横係合材2の上材21の上材鍔210には、隣
接ブロックBの下材22の下材鍔220と連結するため
の連結孔30が多数設けてある。上材鍔210の連結孔
は連結杆31が貫入できる大きさで、下材鍔220の連
結孔は横方向に細長い連結孔になっている。このためブ
ロック体A及びBの位置がずれても任意の位置で連結で
きる。これは上材鍔、下材鍔の連結孔の大小が逆でもよ
い。また、上材鍔、下材鍔とも細長の連結孔でもよい。
一般に、法面勾配のある擁壁の布積において、直線ブロ
ックは上段、下段のブロック体の位置は常に一定である
が、曲線部において、擁壁の展開は扇形となるため、上
段及び下段のブロック体の位置は常に変化する。このた
め連結孔を多数設け、ブロック体の上材鍔210と下材
鍔220の連結孔の大きさは細長で、かつ、いずれか一
方又は両方が細長で上材鍔210と下材鍔220を任意
の位置で接合したとき、連結杆31(ボルト)が常に貫
入できる細長の連結孔を設ける必要がある。横係合材2
の側面24には側面板と固設するための接合孔25を複
数箇所設け、接合具26によって締め付ける。接合具は
ボルト、ねじ、釘等が好まれるが、側面24に接着剤を
設けて、側面板と接着してもよい。横係合材2の断面形
状はL形、コ形、H形、口形及びその変形の形状が好ま
れるが、上材鍔210と下材鍔220の取合わせが可能
であれば任意の形状でよい。第2図(b) にその異形T形
の横係合材と側面板との連結断面を示す。横係合材のT
形の一辺が側面板に埋め込まれ、他の一辺が張出し、前
述の上材鍔210、下材鍔220を形成している。連結
具3はボルト、ナットに限らず、第2図(a) に示す楔連
結具でもよい。該連結具は棒状の連結杆31と任意形状
の連結頭32を有している。連結杆には楔孔35を有し
ており、その孔に連結楔34を打ち込む。このような連
結具を使用することもできる。また、他の連結具で鋼製
型枠に使用されているUクリップ等も使用可能である。
このように他の連結具で使用可能であれば他の連結具で
もよい。尚、横係合材2の取付け位置は側面板の上、下
端付近でもよい。本発明の工法は前述の構築用ブロック
体を組積みする場合、一般に緊結材4が必要である。緊
結材は、対向する側面板との間隔を保持するため、ほぼ
水平に架設する横緊結材41(セパレータ)と斜めに緊
結するための斜め緊結材42とがある。横緊結材41の
断面は、変形しにくい円形、矩形、T形、L形、コ形及
びH形等が好まれる。その先端を連結孔30に嵌合でき
る形状に加工するか、また、加工材を固設し該孔30に
嵌合する。また、連結孔30にリング43を設けて緊結
してもよい。また、斜め緊結材42の断面形状は、前記
の任意の形状を有する横緊結材と同じでもよいが、他に
好まれるのはワイヤ、ロープ、鎖及び打抜き鎖等でもよ
い。側面板の材質については、側面板が化粧用の構築ブ
ロック体に使用される場合は、コンクリート、強化プラ
スチック、アルミニューム、タイル板等の建築材料が好
まれるが、型枠用として利用される場合は、木材、紙、
網、打抜き板、織物、布等の建築材料が好まれる。いず
れにしても、目的に適合すれば他の建築材料でもよい。
特に適しているのは、任意の形状に孔が開いた不織布が
よい。該材料は金網と違い、布材等であるため経済性及
び取り扱いが簡単で運搬及び施工性に優れている。例え
ば、現場及び工場にて貼り合わせる場合、簡単に切断加
工でき、更に、コンクリートが裏込め栗石に浸透してよ
い。材質は布、ビニール、プラスチック紙、紙及び合成
材等でよい。また、更に不織布でなく、織布に任意形の
孔を開け使用してもよい。コンクリート板及びプラスチ
ック板等形状が自重で変形しない材料は第1図のような
工法でよいが、材料が自立できない建築材料は第3図の
ような骨組み材を必要とする。第3図は、横係合材2と
縦係合材5の骨組み材を組み立て、その側面に自立でき
ない建築材料を貼り付けたブロック体の斜視図を表す。
自立できない建築材料は金網、ロープ網、任意の形状を
有する穴開き板、打抜き板、織物、不織物(穴開きを含
む)、布(穴開きを含む)、及び紙等の建築材料で材質
は鉄、ビニール、プラスチック、綿等の任意の材料でよ
い。縦係合材の断面は、横係合材と同じ任意の断面形状
でよい。ブロック体Bとの接合は本出願人によって開示
された(特願昭63−311640号、及び平成1年3
月3日特許出願)方法を利用するとよい。横係合材2の
張出Kは必ずしも必要でなく、該材料を大き目に製作す
るとよい。その端部又は中間に枠材12を設けフック1
1を複数個設け、ブロック体Bに架けるとよい。フック
11、枠材12の断面及び材質は任意でよい。フック1
1の形状は釣ばりの形状等が好まれるが、架設可能であ
れば任意でよい。ブロック体Bとの横方向の接合性をよ
くするため、添接板23を設けるとブロック体Bとの目
地部のずれを防げる。添接板23には横係合材2と係合
するための連結孔30が設けてあり、ブロック体A、B
間の横係合材と連結具によって連結する。この方法は第
1図にも適用できる。本発明の横係合材の断面と連結方
法は第1図の方法に限定するものでなく、第4図に表示
する方法(第2実施例)も含まれる。すなわち、横係合
材と連結具を兼ねている工法である。第4図(a) はブロ
ック体Aの斜視図でその工法を左半分と右半分に各々表
示する。図において、側面板1の上端に凹形状横係合材
凹具2aと下端に横係合材凸具2bが固設されている。
該係合具及び連結具は側面板と同材質でも別材質でもよ
い。側面板1のコンクリ−ト打設側Cに緊結材取付け具
43を固設する。(同図左側D)。形材を側面板の両端
に設ける場合は、凹凸係合具2a,2bが引張力に抵抗
し取付け具43が圧縮力に抵抗するため、側面板に大き
な外力が作用する場合に適している。凹凸係合具2a,
2b及び該取付け具43は部分的でも側面板の全長にわ
たってもよい。取付け具には連結孔30を設けると第1
図のような働きをし、連結具は設けても設けなくともよ
い。側面板に側圧があまり作用しない場合は、リンク状
の取付け具43を設け緊結材4を取り付ける。(右半分
E)該緊結材取付け具は輪をなしており、この輪に棒状
体と接合し、この棒状体を側面板に固設する。第4図
(b) はブロック体A,Bの第4図(a) の連結状態の断面
図で第4図(c)は、別の横係合材による連結状態の断面
図を示す。係合凹凸具2a,2bは第4図(c) に示すよ
うに種々断面形状を有する。例えば、T形,L形等の形
状である。また、横方向のブロック体Bとの連結をよく
するため、第4図(a) に示すように、第1図に表示した
連結孔を有する横係合材2を縦係合材5として側面板の
横端に設ける。連結具によってブロック体A,Bを連結
する。この縦係合材5は、第1図〜第12図にも適用で
きる。第1図〜第4図においてはブロック体A,Bの連
結は側面板の上下端面の連結に対称にしていたが、本発
明はこれに限定するものでなく、該板の上下端部付近の
側面の連結も含まれるものである。この連結方法を第3
実施例として、第5図〜第12図に示す。第5図(a) は
ブロック体の斜視図を示す。側面板の上下端部に矩形状
の横係合材2a,2bが接合具26または接着剤によっ
て固設されている。連結孔30は横係合材2の側面に設
けてある。横係合材2bは側面板より張り出して固設さ
れている。このことはブロック体A,Bを係合したと
き、連結孔に、連結具を貫入出来るようにしたものであ
る。その係合断面を第5図(b) に示す。緊結材4の取付
けは第5図(c) の斜視図に示す取付け具43によって行
う。第4図で説明した取付け具と同じで、異なる点はこ
の棒状体にネジを設けてあり、この取付け具を該係合材
の連結孔に取り付ける。連結孔の形状等、横係合材及び
連結具等は第1図〜第3図と同様である。第6図・第7
図は別のブロック体の実施例を示す。第6図(a) は該ブ
ロック体の斜視図で横係合材2aは第5図(a) と同じ
で、横係合材2bは凹係合具の溝27がみえるように面
して固設され、この凹係合具に連結具3が嵌合されてい
る。連結具3は一端に凸形状の嵌合具36を具備し、他
の一端に連結孔30が設けてある。連結具3の形状は任
意である。第6図(b) にブロック体A,Bの連結状態の
断面を示す。連結具3は横係合凹具2と嵌合されている
ため自由に移動でき、目的の位置に達したとき、横係合
材2aの連結孔30に締付け具6を貫入し連結具3と連
結する。この場合の締付け具はねじ形である。第6図
(c) に連結具3の斜視図を示す。該連結具3には横係合
材2bに嵌合するための凸形の嵌合具36が固設されて
いる。これは凸形状に限らず凹形状でもよい。このとき
横係合材2bは凸形状となる。その連結断面を第7図
(b) に示す。緊結材取付け具は第5図(c) に説明した棒
体の先端に横係合材2bと嵌合できる形状の嵌合具36
が固設されている。この取付け具43の斜視図を第7図
(a) に示す。このような取付け具を横係合材2bに嵌合
し緊結材を取り付ける。第8図〜第10図は連結具3
a,3bが移動する場合の実施例を示す。第8図(a) は
ブロック体の斜視図である。この係合材は本出願人によ
って開示(特願昭63−311640号、及び平成1年
3月3日特許出願)されている。連結具3aは中空形の
ほぼ矩形なしている。この箱形の表面材3a1は下斜め
に傾斜している。この部分は弾性体で変形可能である。
連結具3a,3bには嵌合具36が固設されており、前
述の横係合材2に嵌合されている。横係合材2は側面板
の上下端付近に埋め込まれている。下端の横係合材凹具
2bには連結具3が嵌合されており、更に嵌合具36が
固設されているので自由に横方向に移動し、目的の位置
に達したら締付け具6で締め付ける。連結凸具3bの先
端は連結突起3b1が設けてある。ブロック体A,Bの
連結状態の断面を第8図(b) に示す。また、連結具3
a,3bは第9図(a) の締付け具を利用してもよい。ブ
ロック体A,Bが嵌合されたとき、連結凸具3bは連結
凹具3aの中空部3a2に貫入する。連結凹具3aの表
面部3a1が弾性体のため、連結突起3b1の突起厚e
だけ変形して嵌合される。嵌合後は連結凸具3bに引張
応力が発生しても表面部3a1が傾斜しているため抜け
ることがない。この抜け抵抗を増すため突起3b1の表
面に凹凸の形状を必要により設けると効果がある。ブロ
ック体Bとの横方向の連結は第9図(a) 及び第4図(a)
の縦係合具5でもよいが、簡単な方法として締付け具
6、嵌合具36及び継板26でもよい。継板は横係合材
と嵌合できる形状をしており、該横係合材に嵌入する。
第9図(a) は縦係合材及び締付け具6の斜視図を示す。
図において、縦係合材は矩形であるが断面は任意でよ
い。縦係合材は側面板の補強とブロック体Bとの連結の
他に対向する側面板との連結及び後述する支柱との連結
に使用する。縦係合材5は締付け具6によって横係合凹
具2bに嵌合し締付け、そのか所数は必要によって1か
所または2か所以上設ける。第9図(b) はナットに輪状
の取付け具43を付設した場合の斜視図でこのようにす
ると両方かねることができる。第9図(c) は別の実施例
の連結具の斜視図を示す。この連結具の原理はスキー靴
等に使用されているクランプと同じである。異形の連結
具3の先端付近に嵌合具36が固設され、その下方向の
位置にピン37を介して嵌合具36が固設されている。
このため、嵌合具と連結具は自由に回転する。このよう
な連結具3を横係合凹具2a及び2bに嵌合し、移動さ
せ目的の位置に達したらクランプにより締め付ける。第
10図は、2枚の側面板を対向して立設し、緊結材4に
よって組み立て、ブロック体Bと連結した場合の断面図
を示す。連結具表面材3a1の断面は円形をしている
が、この部分にコンクリートが打設されるとコンクリー
トにより拘束されるので連結凸具3bは抜けない。緊結
材4は縦係合材5に嵌合し、ターンバックル44によっ
て緊結する。本数は任意でよい。側面板の間隔が一定の
場合は、ターンバックル44の必要がない。このように
本発明は擁壁に限らず、建築物の外壁及び内壁の化粧用
構築ブロック体としても使用できる。第11図及び第1
2図は、他の色々な実施例で、連結具と横係合材の連結
状態の断面図を表す。第11図(a) は実施例の一例で、
第11図(b) のA−A断面図を示す。横係合材2は側面
板より、ブロック体A,Bより露出しており、接合具2
6によって側面板に固設されている。横係合材2a,2
bはコ形状で、ブロック体A,Bとも同じ型で溝27が
側面に表れている。この溝に締付け具6を嵌合し、連結
具3の連結孔30に締付け具6を貫入して取付け目的の
位置に移動したら締付け具を締め付ける。ブロック体B
も同様である。横係合材2及び連結具3は強度のある材
料を使用しており、横係合材はブロック体A,Bに強固
に固定されているので、側面板に応力が作用しても、ブ
ロック体A,Bは遊離することがない。第11図(b) は
第11図(a) の正面図を表す。第12図(a) は横係合材
2bの溝27の面が上面と下面方向に向かい合って、側
面板より露出している。横係合材2はコ形であり、接合
具26が取り付けやすいように必要により鍔を設けてい
る。該横係合材2はブロック体A,Bとも同じ形で多数
の連結孔が設けてある場合もあり、連結孔を設けないで
第8図〜第10図の締付け具の嵌合具をL形にして横係
合材と連結具間に嵌合して締め付ける。横係合材2に、
前述同様、該連結具3を嵌合して目的位置まで移動さ
せ、それに達すると締付け具6によって締め付ける。図
によると、ブロック体Bにも連結具が具備されている
が、必要により省略できる。側面板には第4図のように
横係合凹具2a、凸具2bを固設することもできる。本
発明は第1図から第12図までの横係合材2と連結具3
と、該材2、3の変形材を自由に組み合わせた構築用ブ
ロック体も含まれる。第12図(b) は第11図(a) と第
12図(a) の工法を併用し、更に、横係合具と連結具に
凹凸の形状を附した場合の連結状態断面を示す。ブロッ
ク体Bの連結具には締付け具が付いていないが、必要に
より設ける場合もある。次に、第4実施例として、第1
図から第12図に記述した構築用ブロック体の施工方法
について述べる。第13図は擁壁の断面図を表す。図に
おいて、基礎栗石72、基礎7及び基礎アンカー71を
施工する。側面板1に固設された横係合材とアンカーと
固定する。横係合材が凹形状のときは締付け具6を介し
てアンカーと固定する方法もある。外側Fに面した側面
板は化粧用を使用し、土側Gに面した側面板は埋め殺し
用の側面板を使用した例である。次に、対向する側面板
の間隔を保持し、更にコンクリート圧及び裏込め栗石圧
に抵抗するための緊結材4を架設する。緊結材は、コン
クリート及び裏込め栗石の厚さと施工順序によって斜め
緊結材の架設方向と必要性を決定する。必要ないときは
横緊結材のみでもよい。緊結材と横係合材との取付けは
矩形板を横係合材に接合するか、前述の取付け具(例え
ば第9図(b))を使用すると便利である。このようにし
て、2段目、3段目と構築用ブロック体を組積みする。
第14図は外側Fが化粧側面板で、土側Gは穴開き不織
布を使用した場合の擁壁の背面斜視図を示す。外側の側
面板は前述と同様であるが、土側は埋め殺し用及び木板
等の取外し用型枠を使用した場合にも本工法は適用され
る。施工方法としては、基礎、アンカー及び外側の第1
段ブロック体までは前述と同じであるが、次に、土側の
支柱8と横支柱83を組み立て、該ブロック体と横支柱
間を横緊結材を架設して締付け具にて締め付ける。第2
段ブロック体も同様の方法にて行う。コンクリート硬化
後、支柱等を取り外す。次に、第5実施例として第13
図及び第14図とは異なった施工方法を提供する。 第
15図はその擁壁の断面図を示す。第13図及び第14
図と異なる点は土側Gの構築用ブロック体に側面板を使
用しない工法である。これは側面板を省略して経済的に
するためである。次に施工方法について述べる。アンカ
ーまでは前述の方法と同じであるが、コンクリート及び
栗石のどちらを先に施工してもよいが、この場合栗石の
敷設を先行した場合の例を説明する。表側の側面板1を
アンカーに固定し、次いで土側Gに支柱8又は前述の縦
係合材5を設置する。支柱及び縦係合材の背面に抜き型
枠81を設置する。抜き型枠は現在間知ブロック積み擁
壁に使用されているものと同じであるが、支柱との滑り
をよくするためローラ82をその型枠に付設するのもよ
い。抜き型枠を設置後、裏込め栗石を敷設後、コンクリ
ート打設する。コンクリートが固まらない内に抜き型枠
を抜く。コンクリートは栗石に多少浸透するが、栗石と
一体性ができてよい。緊結材5の位置を注意して架設す
ると抜き型枠をコンクリート側に設置してもよい。縦係
合材を使用した場合は埋め殺しとなるが、支柱を使用し
た場合は埋め殺しても、引き抜いてもよい。この場合、
アンカーと緊結材との接合に注意を要する。次に第6実
施例として、前述と違った工法を提供する。第16図は
擁壁の施工背面斜視図である。前述と異なる点は、横緊
結材を使用せず斜め緊結材を使用し、コンクリートの硬
化を待ってブロック体を組積みする。施工法としては、
側面板の設置は前述と同じであるが、支柱をアンカーと
同様に基礎に埋設する。次に、構築用ブロック体をコン
クリート打設可能な段数まで組積みし、支柱に緊結材に
より各段ごと斜め緊結材42により緊結する。支柱には
斜め緊結材が取り付け易いように取付け具43を使用す
るか、または異形の鉄筋等使用すると滑らなくてよい。
その後、第15図と同様に抜き型枠により施工する。所
定の段まで達するとコンクリート打設をやめ、数時間後
又は翌日以降同様の方法で施工する。コンクリートが半
硬化した状態でも支柱の拘束性は十分あるが、不安な場
合は板材を支圧幅を増すため支柱の前に設けるとよい。
尚、支柱の替りにアンカー71又は任意形の横支柱を各
段又は数段ごと設けてもよい。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a building block according to the present invention will be described with reference to the drawings. (First Embodiment) FIGS. 1 to 4 show an embodiment using a butt-bonding method. The first embodiment is shown in FIG.
Shown in the figure. FIG. 1 is an assembled perspective view from the back side of a side plate, and FIG. 2 (a) is a perspective view of an embodiment of a connecting member, and FIG.
(b) shows a cross-sectional view of another transverse binder. In the figure, an L-shaped lateral engaging member 2 is fixedly provided at both upper and lower ends of a substantially rectangular side plate of a construction block body A. The upper member flange 210 of the upper member 21 of the L-shaped side engaging member 2 is provided with a large number of connection holes 30 for connecting to the lower member flange 220 of the lower member 22 of the adjacent block B. The connection hole of the upper material flange 210 is large enough to allow the connection rod 31 to penetrate, and the connection hole of the lower material flange 220 is a horizontally elongated connection hole. For this reason, even if the positions of the block bodies A and B are shifted, they can be connected at an arbitrary position. In this case, the sizes of the connection holes of the upper material flange and the lower material flange may be reversed. Also, both the upper and lower flanges may be elongated connecting holes.
In general, when laying a retaining wall with a slope, the position of the upper and lower blocks in the straight block is always constant, but in the curved section, the expansion of the retaining wall is fan-shaped, so the upper and lower The position of the block changes constantly. For this reason, a large number of connection holes are provided, and the size of the connection hole between the upper flange 210 and the lower flange 220 of the block body is elongated, and one or both of them are elongated, and the upper flange 210 and the lower flange 220 are elongated. When joining at an arbitrary position, it is necessary to provide an elongated connecting hole through which the connecting rod 31 (bolt) can always penetrate. Lateral engaging material 2
A plurality of joint holes 25 for fixing to the side plate are provided in the side surface 24 of the, and are fastened by the joint 26. The connector is preferably a bolt, a screw, a nail, or the like, but may be provided with an adhesive on the side surface 24 and bonded to the side plate. The cross-sectional shape of the lateral engaging member 2 is preferably an L-shape, a U-shape, an H-shape, a mouth shape or a deformed shape thereof, but may be any shape as long as the upper material flange 210 and the lower material flange 220 can be combined. Good. FIG. 2 (b) shows a connection cross section of the laterally engaging member of the modified T shape and the side plate. T of lateral engagement material
One side of the shape is embedded in the side plate, and the other side is overhanging, forming the above-mentioned upper material flange 210 and lower material flange 220. The connector 3 is not limited to a bolt and a nut, but may be a wedge connector shown in FIG. 2 (a). The connecting tool has a rod-like connecting rod 31 and a connecting head 32 having an arbitrary shape. The connecting rod has a wedge hole 35 into which the connecting wedge 34 is driven. Such a connector can also be used. Further, a U-clip or the like used for a steel formwork with another connecting tool can also be used.
In this manner, another connector may be used as long as it can be used with another connector. Note that the mounting position of the lateral engagement member 2 may be on the side plate or near the lower end. The method of the present invention generally requires the binding material 4 when assembling the above-described building blocks. The binding material includes a horizontal binding material 41 (separator) that is laid substantially horizontally and an oblique binding material 42 for binding obliquely in order to maintain an interval between opposing side plates. The cross-section of the horizontal binding member 41 is preferably a circle, a rectangle, a T-shaped, an L-shaped, a U-shaped, an H-shaped, or the like, which is difficult to deform. The tip is processed into a shape that can be fitted into the connection hole 30, or a work material is fixed and fitted into the hole 30. Alternatively, a ring 43 may be provided in the connection hole 30 to tighten the connection. The cross-sectional shape of the oblique tying material 42 may be the same as that of the horizontal tying material having any of the above-mentioned shapes, but other preferred materials may be a wire, a rope, a chain, a punched chain, or the like. Regarding the material of the side plate, when the side plate is used for a building block for makeup, building materials such as concrete, reinforced plastic, aluminum, and tile plate are preferred, but when used for formwork. Is wood, paper,
Building materials such as nets, stamped boards, fabrics, fabrics, etc. are preferred. In any case, other building materials may be used as long as they suit the purpose.
Particularly suitable is a nonwoven fabric with holes in any shape. Since this material is a cloth material or the like, unlike a wire mesh, it is economical, easy to handle, and excellent in transportability and workability. For example, when laminating at a site or a factory, it can be easily cut, and further, concrete may permeate the backfill rubble stone. The material may be cloth, vinyl, plastic paper, paper and synthetic material. Further, an arbitrary shaped hole may be formed in the woven fabric instead of the nonwoven fabric. A material such as a concrete plate or a plastic plate, whose shape is not deformed by its own weight, may be a construction method as shown in FIG. 1, but a building material whose material cannot be self-supported requires a frame material as shown in FIG. FIG. 3 shows a perspective view of a block body in which a frame material composed of a horizontal engaging member 2 and a vertical engaging member 5 is assembled, and a building material which cannot be self-supported is stuck on a side surface thereof.
Building materials that cannot be self-supporting include wire mesh, rope mesh, perforated plates with arbitrary shapes, punched plates, woven fabrics, non-woven fabrics (including perforated), cloth (including perforated), and paper, etc. Any material such as iron, vinyl, plastic, and cotton may be used. The cross section of the vertical engaging member may have the same arbitrary cross-sectional shape as the horizontal engaging member. The joint with the block body B was disclosed by the present applicant (Japanese Patent Application No. 63-31640, and March 2001).
It is advisable to use the method (patent application on March 3). The overhang K of the lateral engagement member 2 is not always necessary, and the material may be made larger. A frame member 12 is provided at the end or the middle of the hook 1
It is preferable to provide a plurality of 1 and hang it on the block B. The cross section and material of the hook 11 and the frame member 12 may be arbitrary. Hook 1
The shape of 1 is preferably the shape of a fishing line, but any shape may be used as long as it can be installed. If the attachment plate 23 is provided in order to improve the lateral joining property with the block body B, the displacement of the joint with the block body B can be prevented. The attachment plate 23 is provided with a connection hole 30 for engaging with the lateral engagement member 2, and the block members A and B
It is connected by a connecting member with a horizontal engaging member between them. This method can be applied to FIG. The cross section and the connecting method of the lateral engaging member of the present invention are not limited to the method shown in FIG. 1, but include the method shown in FIG. 4 (second embodiment). That is, this is a construction method that also serves as a lateral engagement material and a connecting tool. FIG. 4 (a) is a perspective view of the block body A, showing the construction method in the left half and the right half, respectively. In the figure, a concave-shaped lateral engagement member recess 2a is fixed to an upper end of a side plate 1 and a lateral engagement member convex 2b is fixed to a lower end.
The engaging member and the connecting member may be made of the same material as the side plate or a different material. The binding material attachment 43 is fixedly mounted on the side of the side plate 1 where the concrete is cast. (D on the left side of the figure). When the profile members are provided at both ends of the side plate, the concave and convex engaging members 2a and 2b resist the tensile force, and the mounting member 43 resists the compressive force. Therefore, it is suitable when a large external force acts on the side plate. The concave / convex engaging device 2a,
2b and the attachment 43 may be partial or the entire length of the side plate. When the attachment hole 30 is provided in the fixture,
It operates as shown in the figure, and the connecting tool may or may not be provided. When side pressure does not act much on the side plate, a link-like mounting tool 43 is provided and the binding material 4 is mounted. (Right half E) The binding material attachment is in the form of a ring, which is joined to a rod-like body, and this rod-like body is fixed to the side plate. Fig. 4
4B is a cross-sectional view of the connected state of the block bodies A and B in FIG. 4A, and FIG. 4C is a cross-sectional view of the connected state by another lateral engaging material. The engaging unevenness tools 2a and 2b have various cross-sectional shapes as shown in FIG. 4 (c). For example, it has a shape such as a T shape or an L shape. In order to improve the connection with the block body B in the horizontal direction, as shown in FIG. 4 (a), the horizontal engagement member 2 having the connection hole shown in FIG. Provided at the side edge of the face plate. The block bodies A and B are connected by a connecting tool. This vertical engagement member 5 can be applied to FIGS. 1 to 12 as well. In FIGS. 1 to 4, the connection of the block bodies A and B is symmetrical to the connection of the upper and lower end surfaces of the side plate, but the present invention is not limited to this, and the vicinity of the upper and lower end portions of the plate is not limited thereto. It also includes side connection. This connection method is the third
Examples are shown in FIGS. FIG. 5 (a) shows a perspective view of the block body. At the upper and lower end portions of the side plate, rectangular horizontal engaging members 2a and 2b are fixedly provided by a joint 26 or an adhesive. The connection hole 30 is provided on a side surface of the lateral engagement member 2. The lateral engagement member 2b is fixedly provided so as to protrude from the side plate. This means that when the blocks A and B are engaged, the connecting tool can penetrate the connecting hole. The engagement cross section is shown in FIG. 5 (b). The attachment of the binding material 4 is performed by a fixture 43 shown in the perspective view of FIG. 5 (c). The mounting member is the same as that described with reference to FIG. 4 except that a screw is provided on the rod-shaped body, and the mounting member is mounted in the connecting hole of the engaging member. The shape of the connection hole, the lateral engagement material, the connection tool, and the like are the same as those in FIGS. 1 to 3. Figures 6 and 7
The figure shows another embodiment of the block body. FIG. 6 (a) is a perspective view of the block body, in which the lateral engaging member 2a is the same as FIG. 5 (a), and the lateral engaging member 2b faces so that the groove 27 of the concave engaging member can be seen. The connecting member 3 is fixedly fitted to the concave engaging member. The connecting tool 3 includes a convex fitting 36 at one end, and a connecting hole 30 at the other end. The shape of the connecting tool 3 is arbitrary. FIG. 6 (b) shows a cross section of the connected state of the block bodies A and B. Since the connecting tool 3 is fitted with the lateral engaging recess 2, it can move freely, and when reaching the target position, the fastener 6 penetrates into the connecting hole 30 of the horizontal engaging member 2 a and the connecting tool 3 connect. The fastener in this case is screw-shaped. Fig. 6
(c) shows a perspective view of the connector 3. A convex fitting 36 for fitting to the lateral engaging member 2b is fixed to the connecting tool 3. This is not limited to the convex shape but may be a concave shape. At this time, the lateral engagement member 2b has a convex shape. Fig. 7 shows the connection section.
This is shown in (b). The binding member attachment is a fitting member 36 having a shape that can be fitted to the end of the rod described with reference to FIG.
Is fixed. FIG. 7 is a perspective view of the fixture 43.
(a). Such a fixture is fitted to the lateral engagement member 2b, and the binding material is attached. FIG. 8 to FIG.
An example in which a and 3b move is shown. FIG. 8 (a) is a perspective view of a block body. This engagement material has been disclosed by the present applicant (Japanese Patent Application No. 63-31640 and a patent application filed on March 3, 2001). The connecting member 3a has a substantially rectangular hollow shape. This box-shaped surface material 3a1 is inclined obliquely downward. This part can be deformed by an elastic body.
A fitting 36 is fixed to the couplings 3a and 3b, and is fitted to the above-mentioned lateral engaging member 2. The lateral engaging members 2 are embedded near the upper and lower ends of the side plate. The connecting member 3 is fitted into the lower engaging member 2b at the lower end, and the fitting member 36 is fixed. Tighten with. A connection protrusion 3b1 is provided at the tip of the connection protrusion 3b. FIG. 8 (b) shows a cross section of the connected state of the block bodies A and B. In addition, connecting tool 3
For a and 3b, the fastening tool shown in FIG. 9 (a) may be used. When the blocks A and B are fitted, the connecting projection 3b penetrates into the hollow portion 3a2 of the connecting recess 3a. Since the surface portion 3a1 of the coupling recess 3a is an elastic body, the projection thickness e of the coupling projection 3b1
Only deformed and fitted. After the fitting, even if a tensile stress is generated in the connecting projection 3b, it does not come off because the surface portion 3a1 is inclined. In order to increase this resistance, it is effective to provide irregularities on the surface of the projection 3b1 as necessary. The horizontal connection with the block body B is shown in FIGS. 9 (a) and 4 (a).
The vertical engaging tool 5 may be used, but the fastening tool 6, the fitting tool 36, and the joint plate 26 may be used as a simple method. The joining plate has a shape that can be fitted to the lateral engaging material, and fits into the lateral engaging material.
FIG. 9 (a) is a perspective view of the vertical engaging member and the fastener 6.
In the figure, the vertical engaging member is rectangular, but the cross section may be arbitrary. The vertical engaging members are used for connecting the opposing side plates and connecting to the struts described later, in addition to reinforcing the side plates and connecting the block body B. The vertical engaging member 5 is fitted to the horizontal engaging concave member 2b by the tightening tool 6 and tightened, and the number of places is provided at one or more places as necessary. FIG. 9 (b) is a perspective view of a case where a ring-shaped mounting tool 43 is attached to a nut, and in this manner, both can be used. FIG. 9 (c) shows a perspective view of a connector according to another embodiment. The principle of this connecting device is the same as that of a clamp used for ski boots or the like. A fitting 36 is fixed near the tip of the odd-shaped coupling tool 3, and the fitting 36 is fixed via a pin 37 at a position below the fitting 36.
For this reason, the fitting and the connector freely rotate. Such a connecting member 3 is fitted to the lateral engaging recesses 2a and 2b, moved, and tightened by a clamp when reaching a target position. FIG. 10 is a cross-sectional view of a case where two side plates are erected opposite each other, assembled with the binding material 4 and connected to the block body B. Although the cross section of the connecting member surface material 3a1 is circular, when concrete is poured into this portion, the connecting protrusion 3b does not come off because it is restrained by the concrete. The binding member 4 is fitted to the vertical engagement member 5 and is bound by the turnbuckle 44. The number may be arbitrary. When the interval between the side plates is constant, the turnbuckle 44 is not required. As described above, the present invention can be used not only as a retaining wall but also as a decorative building block for an outer wall and an inner wall of a building. FIG. 11 and FIG.
FIG. 2 is a cross-sectional view showing a connection state of a connecting member and a lateral engaging member in various other embodiments. FIG. 11A shows an example of the embodiment.
FIG. 11B is a sectional view taken along the line AA in FIG. 11 (b). The lateral engaging member 2 is exposed from the side plates, and is exposed from the block bodies A and B.
6 fixed to the side plate. Lateral engaging members 2a, 2
b is a U-shape, and the block bodies A and B have the same shape, and the groove 27 appears on the side surface. The fastener 6 is fitted into this groove, and when the fastener 6 penetrates into the connection hole 30 of the connector 3 and moves to the intended mounting position, the fastener is tightened. Block B
The same is true for The lateral engaging member 2 and the connecting member 3 are made of a strong material, and the lateral engaging member is firmly fixed to the block members A and B. The bodies A and B are not released. FIG. 11 (b) is a front view of FIG. 11 (a). FIG. 12 (a) shows that the surface of the groove 27 of the lateral engaging member 2b faces the upper surface and the lower surface, and is exposed from the side plate. The lateral engaging member 2 is U-shaped, and a flange is provided as necessary so that the connector 26 can be easily attached. In some cases, the lateral engaging member 2 has the same shape as the block bodies A and B and is provided with a large number of connecting holes, and the connecting tool of the fastener shown in FIGS. It is formed into a shape and fitted between the lateral engagement member and the connecting member and tightened. In the lateral engagement material 2,
As described above, the connecting tool 3 is fitted and moved to the target position, and when it reaches that position, it is fastened by the fastening tool 6. According to the drawing, the block body B is also provided with a connector, but can be omitted if necessary. As shown in FIG. 4, the lateral engagement recess 2a and the protrusion 2b can be fixed to the side plate. The present invention relates to the horizontal engaging member 2 and the connecting member 3 shown in FIGS.
And a construction block in which the deformable members of the members 2 and 3 are freely combined. FIG. 12 (b) shows a cross section of the connection state when the method of FIG. 11 (a) and FIG. 12 (a) are used together and the lateral engagement tool and the connection tool are provided with irregular shapes. The connecting member of the block body B is not provided with a fastener, but may be provided as necessary. Next, as a fourth embodiment, the first
A construction method of the construction block described in FIGS. 12 to 12 will be described. FIG. 13 shows a sectional view of the retaining wall. In the figure, a foundation chestnut stone 72, a foundation 7 and a foundation anchor 71 are constructed. The horizontal engaging member fixed to the side plate 1 and the anchor are fixed. When the lateral engaging member has a concave shape, there is also a method of fixing the lateral engaging member to the anchor via the fastener 6. The side plate facing the outer side F is an example in which makeup is used, and the side plate facing the soil side G is an example in which a side plate for burying is used. Next, a binding material 4 for maintaining the gap between the opposing side plates and further resisting the concrete pressure and the backing stone pressure is erected. For the binding material, the direction and necessity of the diagonal binding material are determined by the thickness of the concrete and backfilled stone and the construction order. When not necessary, only the lateral tying material may be used. It is convenient to attach the binding member and the lateral engaging member by joining the rectangular plate to the lateral engaging member or by using the above-mentioned attachment (for example, FIG. 9 (b)). In this way, the second and third stages and the building block are assembled.
FIG. 14 is a rear perspective view of the retaining wall when the outer side F is a decorative side plate and the soil side G is a perforated nonwoven fabric. The outer side plate is the same as described above, but this method is also applied to the case where the soil side uses a formwork for burying and removing a wooden board or the like. The construction method includes the foundation, anchor and outer first
The steps up to the step block body are the same as described above, but the soil-side column 8 and the horizontal column 83 are assembled, a horizontal binding material is erected between the block body and the horizontal column, and tightened with a fastener. Second
The step block is performed in the same manner. After the concrete is hardened, remove the columns, etc. Next, as a fifth embodiment, a thirteenth embodiment will be described.
A construction method different from that shown in FIG. 14 and FIG. 14 is provided. FIG. 15 shows a sectional view of the retaining wall. FIG. 13 and FIG.
The point different from the figure is a construction method that does not use a side plate for the construction block body on the soil side G. This is to omit the side plate to make it economical. Next, the construction method will be described. Up to the anchor, the method is the same as that described above. However, either concrete or chestnut stone may be installed first. In this case, an example in which the stonestone is laid first will be described. The side plate 1 on the front side is fixed to the anchor, and then the column 8 or the above-described vertical engaging member 5 is installed on the soil side G. The blanking die frame 81 is installed on the back surface of the column and the vertical engaging member. The punching formwork is the same as that currently used for the known block stacking retaining wall, but a roller 82 may be attached to the formwork in order to improve sliding with the column. After setting the punching formwork, laying the backfill chestnut stone, and then casting concrete. While the concrete does not solidify, pull out the formwork. Although concrete penetrates a bit of the stone, it may be integrated with the stone. When the position of the binding material 5 is carefully installed, the punching formwork may be installed on the concrete side. If a vertical engaging material is used, it will be buried, but if a support is used, it may be buried or pulled out. in this case,
Care must be taken in joining the anchor and the binding material. Next, as a sixth embodiment, a construction method different from the above is provided. FIG. 16 is a rear perspective view of the construction of the retaining wall. The difference from the above is that the horizontal binding material is not used and the diagonal binding material is used, and the block is assembled after the concrete is hardened. As a construction method,
The installation of the side panels is the same as above, but the columns are buried in the foundation in the same way as the anchors. Next, the building blocks are piled up to the number of steps that can be cast into concrete, and the columns are tied to the pillars by the diagonal tying material 42 with the tying material. The support column does not need to be slipped when the attachment 43 is used so that the oblique binding material can be easily attached, or when a deformed reinforcing bar or the like is used.
After that, the work is carried out by using a blanking frame as in FIG. When it reaches the specified level, concrete placement is stopped, and after a few hours or the next day, construction is performed in the same manner. Even if the concrete is in a semi-hardened state, the support of the column is sufficient, but if it is uneasy, a plate may be provided in front of the column to increase the bearing width.
It should be noted that the anchor 71 or an arbitrary shaped horizontal support may be provided in each step or several steps instead of the support.

【発明の効果】本発明の構築用ブロック体は側面板の
上、下端付近に横係合材が固設されているが、該横係合
材は隣接するブロック体との連結の役目と、側面板の梁
材としての役割もはたしている。このため側面板の厚み
が薄く出来るため、軽量化と大型化が出来、組積のため
のクレーン車が必要なくなる。さらに連結具が具備され
ているため、素人でも組積が出来るので、工事がはかど
り、さらに工事費が安価に出来る。
According to the construction block body of the present invention, a lateral engaging material is fixedly provided near the upper and lower ends of the side plate, and the lateral engaging material serves to connect with the adjacent block body. It also serves as a beam for the side panels. For this reason, since the thickness of the side plate can be reduced, the weight and size can be reduced, and a crane truck for masonry is not required. In addition, since the connecting device is provided, even a layman can masonry, so that the construction can be accelerated and the construction cost can be reduced.

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

【図1】第1図〜第3図は本発明の構築用ブロック体の
第1実施例を示す。第1図は構築用ブロック体の組立て
斜視図である。
FIG. 1 to FIG. 3 show a first embodiment of a building block according to the present invention. FIG. 1 is an assembled perspective view of a building block.

【図2】第2図(a) は他の連結具の斜視図、第2図(b)
は他の横係合材の連結断面図を示す。
FIG. 2 (a) is a perspective view of another connector, and FIG. 2 (b)
Shows a cross-sectional view of the connection of another lateral engaging member.

【図3】第3図は他の構築用ブロック体の斜視図を示
す。
FIG. 3 shows a perspective view of another building block.

【図4】第4図は第2実施例の該ブロック体の関連図
で、第4図(a) は該ブロック体の斜視図で、左半分Dと
右半分側Eに各々の実施例を示す。第4図(b) は第4図
(a) のブロック体A、Bの連結断面図で、第4図(c) は
他の該ブロック体A、Bの連結断面図を示す。
FIG. 4 is a related view of the block body of the second embodiment, and FIG. 4 (a) is a perspective view of the block body, and shows each embodiment on a left half D and a right half side E; Show. Fig. 4 (b)
FIG. 4 (a) is a connection cross-sectional view of the block bodies A and B, and FIG. 4 (c) is a connection cross-sectional view of the other block bodies A and B.

【図5】第5図〜第12図は第3実施例の構築用ブロッ
ク体を示す。第5図(a) は該ブロック体の斜視図、第5
図(b) は該ブロック体A、Bの連結状態の断面図、第5
図(c) は緊結材取付具の斜視図である。
FIG. 5 to FIG. 12 show a construction block according to a third embodiment. FIG. 5 (a) is a perspective view of the block body, and FIG.
FIG. 5B is a cross-sectional view of the connected state of the block bodies A and B, and FIG.
Figure (c) is a perspective view of the binding material attachment.

【図6】第6図(a) は該ブロック体の斜視図、第6図
(b) は第6図(a) の連結断面図、第6図(c) は連結具斜
視図である。
FIG. 6 (a) is a perspective view of the block body, FIG.
FIG. 6 (b) is a cross-sectional view of FIG. 6 (a), and FIG. 6 (c) is a perspective view of a connecting tool.

【図7】第7図(a) は取付具の斜視図、第7図(b) は他
の該ブロック体の連結断面図を示す。
FIG. 7 (a) is a perspective view of a mounting tool, and FIG. 7 (b) is a connection cross-sectional view of another block body.

【図8】第8図(a) は該ブロック体の斜視図で、第8図
(b) は第8図(a) の連結断面図である。
FIG. 8 (a) is a perspective view of the block body, and FIG.
(b) is a cross-sectional view of FIG. 8 (a).

【図9】第9図(a) は緊係合材の斜視図、第9図(b) は
取付具の斜視図、第9図(c) は他の連結具の斜視図であ
る。
9 (a) is a perspective view of a tightening member, FIG. 9 (b) is a perspective view of a mounting tool, and FIG. 9 (c) is a perspective view of another connecting tool.

【図10】第10図は該ブロック体の組積断面図を示
す。
FIG. 10 shows a masonry sectional view of the block body.

【図11】第11図(a)は他の該ブロック体の連結断
面図で第11図(b)のA−A断面図、第11図(b)
は第11図(a)の正面図である。
11 (a) is a cross-sectional view of another block body connected thereto, which is a cross-sectional view taken along line AA of FIG. 11 (b), and FIG. 11 (b).
FIG. 12 is a front view of FIG.

【図12】第12図(c)、第12図(d)は他の該ブ
ロック体の連結断面図を示す。
FIG. 12 (c) and FIG. 12 (d) show a connection cross-sectional view of another block body.

【図13】第13図及び第14図に第4実施例を示す。
第13図は擁壁の施工断面図である。
FIG. 13 and FIG. 14 show a fourth embodiment.
FIG. 13 is a construction sectional view of the retaining wall.

【図14】第14図は擁壁の別の施工背面図を示す。FIG. 14 shows another construction rear view of the retaining wall.

【図15】第5実施例として第15図に施工順序断面図
を示す。
FIG. 15 shows a sectional view of a construction sequence in FIG. 15 as a fifth embodiment.

【図16】第6実施例として第16図に施工順序背面斜
視図を示す。
FIG. 16 shows a rear perspective view of the construction sequence in FIG. 16 as a sixth embodiment.

【符号の説明】[Explanation of symbols]

A…構築用ブロック体、B…隣接構築用ブロック体、C
…コンクリート打設、D…左半分、E…右半分、F…外
側、G…土側、H…地表面、K…張出し部 1…側面板、11…フック、12…枠材 2…横係合材、21…係合材上材、22…係合材下材、
23…添接板・継材、24…係合材側面、25…接合
孔、26…接合具、27…溝、210…上材鍔、220
…下材鍔、2a…横係合材凹・凸具・上横係合材、2b
…横係合材凹・凸具・下横係合材 3…連結具、30…連結孔、31…連結杆・ボルト、3
2…連結頭、33…連結孔、34…連結楔、35…楔
体、36…嵌合具、37…ピン・ヒンジ、3a…連結凹
具、3b…連結凸具、3a1…連結凹具表面材 4…緊結材、41…横緊結材、42…斜緊結材、43…
緊結材取付具、44…緊結材締付具 5…竪係合材、6…締付具、7…基礎、71…アンカ
ー、72…栗石、8…支柱、81…抜型枠、82…ロー
ラー、83…横支柱
A: building block, B: adjacent building block, C
… Concrete casting, D… Left half, E… Right half, F… Outside, G… Soil side, H… Ground surface, K… Overhanging part 1… Side plate, 11… Hook, 12… Frame material 2… Length Mixing material, 21: upper material of engaging material, 22: lower material of engaging material,
Reference numeral 23: attachment plate / joint material, 24: engagement material side surface, 25: joining hole, 26: joining tool, 27: groove, 210: upper material flange, 220
... lower material flange, 2a ... horizontal engaging material concave, convex, upper horizontal engaging material, 2b
... Horizontal engaging material concave / convex / lower horizontal engaging material 3 ... Connecting tool, 30 ... Connecting hole, 31 ... Connecting rod / bolt, 3
2 ... connecting head, 33 ... connecting hole, 34 ... connecting wedge, 35 ... wedge body, 36 ... fitting, 37 ... pin hinge, 3a ... connecting concave, 3b ... connecting convex, 3a1 ... connecting concave surface Material 4: binding material, 41: horizontal binding material, 42: oblique binding material, 43:
Tightening material mounting tool, 44 ... Tightening material fastening tool 5: Vertical engaging material, 6 ... Fastening tool, 7 ... Foundation, 71 ... Anchor, 72 ... Kuriishi, 8 ... Prop, 81 ... Die cutting frame, 82 ... Roller, 83 ... horizontal support

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成11年6月9日(1999.6.9)[Submission date] June 9, 1999 (1999.6.9)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図面の簡単な説明[Correction target item name] Brief description of drawings

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

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

【図1】第1図〜第3図は本発明の構築用ブロック体の
第1実施例を示す。第1図は構築用ブロック体の組立て
斜視図である。
FIG. 1 to FIG. 3 show a first embodiment of a building block according to the present invention. FIG. 1 is an assembled perspective view of a building block.

【図2】第2図(a) は他の連結具の斜視図、第2図(b)
は他の横係合材の連結断面図を示す。
FIG. 2 (a) is a perspective view of another connector, and FIG. 2 (b)
Shows a cross-sectional view of the connection of another lateral engaging member.

【図3】第3図は他の構築用ブロック体の斜視図を示
す。
FIG. 3 shows a perspective view of another building block.

【図4】第4図は第2実施例の該ブロック体の関連図
で、第4図(a) は該ブロック体の斜視図で、左半分Dと
右半分側Eに各々の実施例を示す。第4図(b) は第4図
(a) のブロック体A、Bの連結断面図で、第4図(c) は
他の該ブロック体A、Bの連結断面図を示す。
FIG. 4 is a related view of the block body of the second embodiment, and FIG. 4 (a) is a perspective view of the block body, and shows each embodiment on a left half D and a right half side E; Show. Fig. 4 (b)
FIG. 4 (a) is a connection cross-sectional view of the block bodies A and B, and FIG. 4 (c) is a connection cross-sectional view of the other block bodies A and B.

【図5】第5図〜第12図は第3実施例の構築用ブロッ
ク体を示す。第5図(a) は該ブロック体の斜視図、第5
図(b) は該ブロック体A、Bの連結状態の断面図、第5
図(c) は緊結材取付具の斜視図である。
FIG. 5 to FIG. 12 show a construction block according to a third embodiment. FIG. 5 (a) is a perspective view of the block body, and FIG.
FIG. 5B is a cross-sectional view of the connected state of the block bodies A and B, and FIG.
Figure (c) is a perspective view of the binding material attachment.

【図6】第6図(a) は該ブロック体の斜視図、第6図
(b) は第6図(a) の連結断面図、第6図(c) は連結具斜
視図である。
FIG. 6 (a) is a perspective view of the block body, FIG.
FIG. 6 (b) is a cross-sectional view of FIG. 6 (a), and FIG. 6 (c) is a perspective view of a connecting tool.

【図7】第7図(a) は取付具の斜視図、第7図(b) は他
の該ブロック体の連結断面図を示す。
FIG. 7 (a) is a perspective view of a mounting tool, and FIG. 7 (b) is a connection cross-sectional view of another block body.

【図8】第8図(a) は該ブロック体の斜視図で、第8図
(b) は第8図(a) の連結断面図である。
FIG. 8 (a) is a perspective view of the block body, and FIG.
(b) is a cross-sectional view of FIG. 8 (a).

【図9】第9図(a) は緊係合材の斜視図、第9図(b) は
取付具の斜視図、第9図(c) は他の連結具の斜視図であ
る。
9 (a) is a perspective view of a tightening member, FIG. 9 (b) is a perspective view of a mounting tool, and FIG. 9 (c) is a perspective view of another connecting tool.

【図10】第10図は該ブロック体の組積断面図を示
す。
FIG. 10 shows a masonry sectional view of the block body.

【図11】第11図(a)は他の該ブロック体の連結断
面図で第11図(b)のA−A断面図、第11図(b)
は第11図(a)の正面図である。
11 (a) is a cross-sectional view of another block body connected thereto, which is a cross-sectional view taken along line AA of FIG. 11 (b), and FIG. 11 (b).
FIG. 12 is a front view of FIG.

【図12】第12図(a)、第12図(b)は他の該ブ
ロック体の連結断面図を示す。
FIG. 12 (a) and FIG. 12 (b) show a connecting cross-sectional view of another block body.

【図13】第13図及び第14図に第4実施例を示す。
第13図は擁壁の施工断面図である。
FIG. 13 and FIG. 14 show a fourth embodiment.
FIG. 13 is a construction sectional view of the retaining wall.

【図14】第14図は擁壁の別の施工背面図を示す。FIG. 14 shows another construction rear view of the retaining wall.

【図15】第5実施例として第15図に施工順序断面図
を示す。
FIG. 15 shows a sectional view of a construction sequence in FIG. 15 as a fifth embodiment.

【図16】第6実施例として第16図に施工順序背面斜
視図を示す。
FIG. 16 shows a rear perspective view of the construction sequence in FIG. 16 as a sixth embodiment.

【符号の説明】 A…構築用ブロック体、B…隣接構築用ブロック体、C
…コンクリート打設、D…左半分、E…右半分、F…外
側、G…土側、H…地表面、K…張出し部 1…側面板、11…フック、12…枠材 2…横係合材、21…係合材上材、22…係合材下材、
23…添接板・継材、24…係合材側面、25…接合
孔、26…接合具、27…溝、210…上材鍔、220
…下材鍔、2a…横係合材凹・凸具・上横係合材、2b
…横係合材凹・凸具・下横係合材 3…連結具、30…連結孔、31…連結杆・ボルト、3
2…連結頭、33…連結孔、34…連結楔、35…楔
体、36…嵌合具、37…ピン・ヒンジ、3a…連結凹
具、3b…連結凸具、3a1…連結凹具表面材 4…緊結材、41…横緊結材、42…斜緊結材、43…
緊結材取付具、44…緊結材締付具 5…竪係合材、6…締付具、7…基礎、71…アンカ
ー、72…栗石、8…支柱、81…抜型枠、82…ロー
ラー、83…横支柱 ─────────────────────────────────────────────────────
[Description of References] A: Block for construction, B: Block for adjacent construction, C
… Concrete casting, D… Left half, E… Right half, F… Outside, G… Soil side, H… Ground surface, K… Overhanging part 1… Side plate, 11… Hook, 12… Frame material 2… Length Mixing material, 21: upper material of engaging material, 22: lower material of engaging material,
Reference numeral 23: attachment plate / joint material, 24: engagement material side surface, 25: joining hole, 26: joining tool, 27: groove, 210: upper material flange, 220
... lower material flange, 2a ... horizontal engaging material concave, convex, upper horizontal engaging material, 2b
... Horizontal engaging material concave / convex / lower horizontal engaging material 3 ... Connecting tool, 30 ... Connecting hole, 31 ... Connecting rod / bolt, 3
2 ... connecting head, 33 ... connecting hole, 34 ... connecting wedge, 35 ... wedge body, 36 ... fitting, 37 ... pin hinge, 3a ... connecting concave, 3b ... connecting convex, 3a1 ... connecting concave surface Material 4: binding material, 41: horizontal binding material, 42: oblique binding material, 43:
Tightening material mounting tool, 44 ... Tightening material fastening tool 5: Vertical engaging material, 6 ... Fastening tool, 7 ... Foundation, 71 ... Anchor, 72 ... Kuriishi, 8 ... Prop, 81 ... Die cutting frame, 82 ... Roller, 83 ... Horizontal support ────────────────────────────────────────────── ───────

【手続補正書】[Procedure amendment]

【提出日】平成11年6月23日(1999.6.2
3)
[Submission date] June 23, 1999 (1999.6.2
3)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】全文[Correction target item name] Full text

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【書類名】 明細書[Document Name] Statement

【発明の名称】構築用側面体及び該構築用側面体を使用
した構築物の施工方法
Title: Construction side body and construction method using the construction side body

【特許請求の範囲】[Claims]

【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】この発明は、擁壁の仕上げ
材、あるいは建物の外壁及び内壁用化粧材、更には構築
物のコンクリート用型枠に使用されるいわゆる構築用側
面体に関する。本発明においては、厚みがあり組積みし
て自立のできる側面体を主とするものであるが、型枠の
ように厚みが薄い側面体を除外するものではなく、更に
は、平板状はもとより曲面状の側面体を対象とする。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a finishing material for a retaining wall, a decorative material for an outer wall and an inner wall of a building, and a so-called construction side body used for a concrete formwork of a building. In the present invention, the main body is a side body that is thick and can be self-supported by stacking, but it does not exclude a side body having a small thickness such as a formwork. Targets curved side bodies.

【0002】[0002]

【従来の技術】従来の擁壁の構築あるいは建物の壁体の
構築作業においては、工程が複雑化し、更には石積み工
あるいは型枠工作業に熟練を要し、近年の熟練者の不足
により、作業の進捗が遅れ、全体の工期に悪影響を来し
ている。更にまた、擁壁あるいは壁体は直線が主体とな
り、曲線部への対応は不十分となっている。
2. Description of the Related Art In the conventional construction work of a retaining wall or a building wall, a complicated process is required, and furthermore, a masonry work or a formwork work requires skill. Work progress has been delayed, adversely affecting the overall construction period. Still further, the retaining wall or wall is mainly composed of straight lines, and is insufficiently adapted to curved portions.

【0003】[0003]

【発明が解決しようとする問題点】本発明は上記実情に
鑑みなされたものであり、未熟練者にとっても簡単に組
積み施工ができ、かつ、十分な強度のある側面体を得る
ことを目的をする。本発明は更に、曲線部も直線部と同
様に容易に施工でき、かつ、美麗な壁体を構築すること
のできる側面体を得ることも他の目的とする。
DISCLOSURE OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object to obtain a side body which can be easily assembled by an unskilled person and has sufficient strength. do. It is another object of the present invention to obtain a side wall body in which a curved part can be easily constructed similarly to a straight part, and a beautiful wall can be constructed.

【0004】[0004]

【課題を解決するための手段】本発明の構築用側面体及
び該構築用側面体を使用した構築物の施工方法は上記目
的を達成するため、次の構成(技術的手段)を採る。す
なわち、第1番目の発明は構築用側面体に係り、請求項
1に記載のとおり、板状をなす側面板の一側面におい
て、該側面板の一方の上端部又は下端部に沿って、アリ
溝状の横係合部材が横方向に配され、前記横係合部材の
アリ溝内に摺動自在に嵌合する嵌合具を備え、該嵌合具
を介して横移動される連結具が装着され、前記側面板の
同一側面の他方の上端部又は下端部には、該側面板が上
下方向に組積みされた際、前記連結具はそれらの側面板
の接続部に跨がる該連結具の他端部に係合する他の横係
合部材が配されてなることを特徴とする。本構成は以下
の実施例の構築用側面体A5に対応する。第2番目の発
明は構築用側面体に係り、請求項2に記載のとおり、板
状をなす側面板の一側面において、該側面板の一方の上
端部又は下端部に沿って、アリ状をなす突条の横係合部
材が横方向に配され、前記横係合部材の突条に摺動自在
に嵌合し、該突条に沿って横移動される連結具が装着さ
れ、前記側面板の同一側面の他方の上端部又は下端部に
は、該側面板が上下方向に組積みされた際、前記連結具
はそれらの側面板の接続部に跨がる該連結具の他端部に
係合する他の横係合部材が配されてなることを特徴とす
る。本構成は以下の実施例の構築用側面体A6に対応す
る。第3番目の発明は構築用側面体に係り、請求項3に
記載のとおり、板状をなす側面板の同一側面側におい
て、該側面板の上端部及び下端部に沿って、アリ溝状の
横係合部材が配され、前記横係合部材の一方に摺動自在
に取り付けられる連結凹具と、他方の横係合部材に摺動
自在に取り付けられ、前記連結凹具に接合する連結凸具
との一対からなる連結具を対応関係をもって配されてな
り、該連結具を介して上下方向に組積みされる側面板を
連結することを特徴とする。本構成は以下の実施例の構
築用側面体A7に対応する。第4番目の発明は構築用側
面体に係り、請求項4に記載のとおり、板状をなす側面
板の同一側面側において、該側面板の上端部及び下端部
に沿って、溝部を有する横係合部材が固設され、前記溝
部を介して摺動かつ固定自在な連結具が配され、該連結
具を上下方向に組積みされる側面板の横係合部材相互に
跨がって配し、側面板相互を連結することを特徴とす
る。本構成は以下の実施例の構築用側面体A8,A9,
A10に対応する。第5番目の発明は構築用側面体に係
り、請求項5に記載のとおり、所定厚さをもって自立で
きる板状をなす側面板の上端面と下端面とに、当該側面
板の長さ方向に沿う凹溝が形成された横係合凹具と該横
係合凹具の凹溝に摺動状に嵌合される横係合凸具との一
対の横係合部材が配されてなり、かつ、前記側面板の同
一側面の上下端部において、互いに端面が当接するアン
グル部材が固設されてなり、前記横係合部材を介して上
下方向に組積みされる側面板を連結することを特徴とす
る。本構成は以下の実施例の構築用側面体A2に対応す
る。第6番目の発明は構築用側面体に係り、請求項6に
記載のとおり、板状をなす側面板の同一側面側におい
て、該側面板の上端部及び下端部に沿って、側面をもっ
て相互に当接する横係合部材が固設され、該横係合部材
には位相が一致する複数の連結孔が横断方向にかつ長手
方向に沿って間隔を保って開設されてなり、上下方向に
組積みされる側面板の横係合部材相互を当接させ、連結
孔に挿通される連結具を締め込んで側面板相互を連結す
ることを特徴とする。本構成は以下の実施例の構築用側
面体A4に対応する。
Means for Solving the Problems In order to achieve the above object, a construction side body and a construction method of a construction using the construction side body of the present invention adopt the following constitution (technical means). That is, the first invention relates to a building side body, and as described in claim 1, on one side surface of a plate-like side plate, an ant is formed along one upper end or lower end of the side plate. A coupling tool in which a groove-shaped lateral engaging member is arranged in a lateral direction, and a fitting is slidably fitted in the dovetail groove of the lateral engaging member, and is laterally moved via the fitting. Is mounted, and at the other upper end or lower end of the same side surface of the side plate, when the side plate is vertically stacked, the connecting tool straddles the connection portion of those side plates. Another lateral engaging member that engages with the other end of the connecting tool is provided. This configuration corresponds to the construction side body A5 of the following embodiment. The second invention relates to a construction side body, and as described in claim 2, on one side surface of a plate-like side plate, an ant shape is formed along one upper end or lower end of the side plate. A lateral engaging member of the ridge is formed in a lateral direction, and a connecting tool that is slidably fitted to the ridge of the lateral engaging member and that is laterally moved along the ridge is attached. On the other upper end or lower end of the same side surface of the face plate, when the side plate is vertically stacked, the connecting tool is connected to the other end of the connecting tool straddling the connecting portion of those side plates. Characterized in that another lateral engaging member that engages with the second member is disposed. This configuration corresponds to the construction side body A6 of the following embodiment. The third invention relates to a building side body, and as described in claim 3, on the same side surface side of a plate-like side plate, a dovetail groove is formed along an upper end and a lower end of the side plate. A connecting concave member provided with a lateral engaging member and slidably attached to one of the lateral engaging members; and a connecting convex member slidably attached to the other lateral engaging member and joined to the connecting concave member. A pair of connecting tools and a connecting tool are arranged in correspondence with each other, and the side plates stacked vertically are connected via the connecting tool. This configuration corresponds to the construction side body A7 of the following embodiment. A fourth aspect of the present invention relates to a side wall for construction. As described in claim 4, on the same side of the side plate having a plate shape, a lateral side having a groove along the upper end and the lower end of the side plate. An engaging member is fixedly provided, a slidable and fixable connecting tool is provided through the groove, and the connecting tool is provided so as to straddle the horizontal engaging members of the side plates to be vertically assembled. And the side plates are connected to each other. This configuration is based on the construction side bodies A8, A9,
Corresponds to A10. The fifth invention relates to a side wall for construction, and as described in claim 5, on the upper end surface and the lower end surface of a side plate having a predetermined thickness, which can be self-standing, in the longitudinal direction of the side plate. A pair of lateral engaging members of a lateral engaging concave tool having a concave groove formed therein and a lateral engaging convex tool slidably fitted in the concave groove of the lateral engaging concave tool are arranged, In addition, at the upper and lower ends of the same side surface of the side plate, angle members that end faces contact each other are fixedly provided, and the side plates stacked vertically are connected via the horizontal engagement member. Features. This configuration corresponds to the construction side body A2 of the following embodiment. A sixth aspect of the present invention relates to a construction side body, and as described in claim 6, on the same side surface side of a plate-like side plate, the side surfaces are mutually held along the upper end and lower end of the side plate. A contacting lateral engaging member is fixedly provided, and a plurality of connecting holes having the same phase are formed in the lateral engaging member at intervals along the transverse direction and the longitudinal direction, and are stacked vertically. The lateral engaging members of the side plates are brought into contact with each other, and the connecting members inserted into the connection holes are tightened to connect the side plates. This configuration corresponds to the construction side body A4 of the following embodiment.

【0005】第7番目の発明は構築用側面体の施工方法
に係り、請求項7に記載のとおり、板状をなす側面板の
一側面にアリ溝状またはアリ状の横係合部材が横方向に
配されてなる構築用側面体相互を上下方向に組積みし、
前記横係合部材に摺動自在に嵌合する嵌合具を備え、該
嵌合具を介して横移動される連結具が装着し、該連結具
の他端部は側面板より突出され、該連結具の他端部を上
下に組積みされる他の側面体の横係合部材に係合させる
ことを特徴とする。この施工方法は構築用側面体A5,
A6の実施に対応する。第8番目の発明は構築用側面体
の施工方法に係り、請求項8に記載のとおり、板状をな
す側面板の同一側面側において、該側面板の上端部及び
下端部に沿って、アリ溝状の横係合部材が配され、前記
横係合部材の一方に摺動自在に取り付けられる連結凹具
と、他方の横係合部材に摺動自在に取り付けられ、前記
連結凹具に接合する連結凸具との一対からなる連結具を
対応関係をもって配されてなる構築用側面体の相互を、
前記連結具を介して上下方向に組積みされる側面板を連
結することを特徴とする。この施工方法は構築用側面体
A7の実施に対応する。第9番目の発明は構築用側面体
の施工方法に係り、請求項9に記載のとおり、板状をな
す側面板の同一側面側において、該側面板の上端部及び
下端部に沿って、溝部を有する横係合部材が固設されて
なる構築用側面体を、上下方向に組積みされる側面板の
横係合部材相互に連結具を跨がって配し、側面板相互を
連結することを特徴とする。この施工方法は構築用側面
体A8,A9,A10の実施に対応する。叙上の第7〜
9番目の発明の構築用側面体の施工方法において、横に
並ぶ側面板の相互を連結してなることを特徴とする。叙
上の全ての構成において、側面板は平面板、曲面板を含
む。
A seventh aspect of the present invention relates to a method of constructing a side body for construction, and as described in claim 7, a dovetail-shaped or dovetailed horizontal engaging member is provided on one side of a plate-shaped side plate. Construction side bodies are arranged in the vertical direction,
A coupling tool slidably fitted to the lateral engagement member is provided, a coupling tool that is laterally moved via the fitting tool is mounted, and the other end of the coupling tool is protruded from a side plate, The other end of the connecting member is engaged with a lateral engaging member of another side body vertically stacked. This construction method is based on the construction side body A5.
Corresponds to A6 implementation. The eighth invention relates to a method of constructing a side body for construction. As described in claim 8, on the same side of a side plate having a plate shape, an ant is formed along an upper end and a lower end of the side plate. A groove-shaped lateral engaging member is arranged, and a connecting recess slidably attached to one of the lateral engaging members, and a connecting recess slidably attached to the other lateral engaging member and joined to the connecting concave. The connecting side members for construction, which are arranged in a corresponding relationship with a pair of connecting tools with a connecting convex tool to
It is characterized in that the side plates assembled vertically are connected via the connecting tool. This construction method corresponds to the implementation of the construction side body A7. The ninth invention relates to a method of constructing a side body for construction, and as described in claim 9, a groove along the upper end and the lower end of the side plate on the same side of the plate-shaped side plate. The construction side body having the lateral engagement member having the fixed structure is arranged so as to straddle the connecting member between the lateral engagement members of the side plates that are vertically assembled and connected to each other. It is characterized by the following. This construction method corresponds to the implementation of the construction side bodies A8, A9, A10. 7th above
A ninth aspect of the invention is a method for constructing a side body for construction, wherein the side plates arranged side by side are connected to each other. In all the configurations described above, the side plates include a flat plate and a curved plate.

【0006】(作用)側面体は上下並びに横方向に組積
みされ、連結具を介して連結される。連結具の摺動作用
により連結具自体の位置調整が可能になるとともに、側
面板の相互の位置調整も行える。横係合部材は上下に組
積みされる他の側面体との連結機能を担うとともに、側
面板の梁材としても機能し、剛性が付与される。横係合
部材に係合する連結具は、平面状板、曲面状板を問わ
ず、側面板相互のずれを吸収する。組積みされた側面体
における横係合部材及び連結具の配される側にはコンク
リートが打設され、その固結により横係合部材及び連結
具は打設コンクリートを一体となり、強固な構築物を得
る。
(Operation) The side members are stacked vertically and horizontally and connected via a connecting member. By the sliding action of the connecting member, the position of the connecting member itself can be adjusted, and the mutual position of the side plates can be adjusted. The lateral engagement member has a function of connecting to another side body stacked vertically and also functions as a beam member of the side plate, thereby providing rigidity. The connecting tool that engages with the lateral engaging member absorbs the mutual displacement between the side plates regardless of the flat plate or the curved plate. Concrete is cast on the side where the horizontal engaging members and the connecting members are arranged in the piled side bodies, and the lateral engaging members and the connecting members are united with the cast concrete by solidification, thereby forming a strong construction. obtain.

【0007】[0007]

【発明の実施の形態】本発明の構築用側面体の実施例を
図面に基づいて説明する。以下の実施例に共通して、A
はその構築用側面体、Bは隣接する構築用側面体であ
り、1は側面板、2は横係合部材、3は連結具、4は緊
結材、5は縦係合部材、6は締付け具をそれぞれ示し、
以下の実施例に従って種々の態様を採る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the construction side body according to the present invention will be described with reference to the drawings. In common with the following embodiments,
Is a construction side body, B is an adjacent construction side body, 1 is a side plate, 2 is a horizontal engaging member, 3 is a connecting member, 4 is a binding material, 5 is a vertical engaging member, and 6 is a tightening member. Each tool
Various aspects are taken according to the following examples.

【0008】構築用側面体A1 図1〜図3はその一実施例の構築用側面体を示し、本実
施例においては側面板1の上下端部での接合を特徴とす
る。図1に示されるように、本実施例の構築用側面体A
1は、矩形をなす側面板1と該側面板1の上下両端に固
設された断面がL形をなす横係合部材2(2A,2B)
とからなり、該横係合材2を介して上下に組積みされる
他の構築用側面体Bと連結具3をもって接合される。更
に、4は緊結材であって、横緊結材41あるいは斜め緊
結材42を採る。側面板1は、矩形板状からなり、一定
の厚みを有する。すなわち、その厚さは自立できる厚さ
とされる。横係合部材2は、鍔部2aと腹部2bとから
なるL形断面のチャンネル材よりなり、側面板1の同一
側面の上下端に沿ってその腹部2bを側面板1の内側面
に当接して固定される。該横係合材2の上部横係合部材
2Aの鍔部2aには、上方に組積みされる隣接構築用側
面体Bの下部横係合部材2Bの鍔部2aと連結するため
の連結孔20が長手方向に適宜間隔をもって多数設けら
れる。上記上部横係合部材2Aの鍔部2aの連結孔20
(20 a)は連結具3(3A)の連結杆31が貫入でき
る大きさをなし、下部横係合部材2Bの鍔部2aの連結
孔20(20b)は横方向に細長い連結孔になってい
る。このため、側面体A1相互の位置が水平方向に若干
ずれても任意の位置で固定できる。なお、鍔部2aの連
結孔20の孔径の大小は逆でもよい。また、鍔部2aの
連結孔20はともに細長の連結孔20bでもよい。一般
に、法面勾配のある擁壁の布積みにおいて、直線部は上
段と下段の側面体A,Bの位置は一定を保持するが、曲
線部においては擁壁の展開は扇形となるため、上段及び
下段の側面体A,Bの位置は一定にならない。このた
め、連結孔20を多数設け、上下の側面体の横係合部材
2の鍔部2aの連結孔20の大きさは細長で、かつ、い
ずれか一方又は両方が細長で、上下の横係合部材2の鍔
部2aの相互を任意の位置で当接したとき、ボルト杆あ
るいは図2(b) に示す連結具3Cの連結杆31が常に貫
入できる細長の連結孔20bを設ける必要がある。横係
合部材2の腹部2bには側面板1に固定するための接合
孔が複数箇所にわたって設けられ、接合具23によって
固定される。接合具23は本態様では締付けねじが採用
されるが、その他の接合手段、例えば、ボルト、釘等が
適宜採用される外、腹部2bに直接接着剤を塗布し、側
面板1と接着してもよい。横係合部材2の断面形状は本
態様ではL形をなすが、他の形状、例えば、C形、H
形、口形、更にはその変形の形状が適宜に採用され、上
下の鍔部2a相互の取合わせが可能であれば任意の形状
でよい。図2(b) にその一例として異形T形の横係合部
材2と側面板1との連結状態を示す。横係合部材2のT
形の一辺が側面板1に埋め込まれ、他の一辺が側面板1
の側面に張り出し、鍔部2aを形成する。
[0008] Construction flanks body A1 1 to 3 show the construction for the side surface of one embodiment thereof, the present embodiment is characterized in joining on the side plate 1 lower portion. As shown in FIG. 1, the construction side body A of the present embodiment
Reference numeral 1 denotes a rectangular side plate 1 and lateral engaging members 2 (2A, 2B) fixed at the upper and lower ends of the side plate 1 and having an L-shaped cross section.
And is connected to the other construction side body B vertically assembled via the lateral engagement member 2 with the connecting tool 3. Reference numeral 4 denotes a binding material, which employs a lateral binding material 41 or an oblique binding material 42. The side plate 1 has a rectangular plate shape and has a certain thickness. That is, the thickness is set to be a thickness that can stand alone. The lateral engaging member 2 is made of a channel material having an L-shaped cross section including a flange portion 2a and an abdominal portion 2b, and abuts the abdominal portion 2b on the inner surface of the side surface plate 1 along upper and lower ends of the same side surface of the side surface plate 1. Fixed. A connection hole for connecting with the flange 2a of the lower horizontal engagement member 2B of the adjacent construction side body B that is stacked upward is formed in the flange 2a of the upper horizontal engagement member 2A of the horizontal engagement member 2. A large number 20 are provided at appropriate intervals in the longitudinal direction. Connection hole 20 in flange 2a of upper lateral engagement member 2A
(20a) is large enough to allow the connecting rod 31 of the connecting tool 3 (3A) to penetrate, and the connecting hole 20 (20b) of the flange portion 2a of the lower horizontal engaging member 2B is a horizontally elongated connecting hole. I have. For this reason, even if the mutual positions of the side bodies A1 are slightly shifted in the horizontal direction, they can be fixed at arbitrary positions. In addition, the magnitude | size of the hole diameter of the connection hole 20 of the flange part 2a may be reversed. Further, the connection holes 20 of the flange 2a may be both elongated connection holes 20b. In general, when laying a retaining wall with a slope, the position of the upper and lower side bodies A and B in the straight section is kept constant, but the expansion of the retaining wall in the curved section is fan-shaped. And the position of the lower side body A, B is not constant. For this reason, a large number of connecting holes 20 are provided, and the size of the connecting hole 20 of the flange portion 2a of the lateral engaging member 2 of the upper and lower side members is elongated, and one or both of the connecting holes 20 are elongated. It is necessary to provide an elongated connecting hole 20b through which the bolt rod or the connecting rod 31 of the connecting tool 3C shown in FIG. 2B can always penetrate when the flanges 2a of the joining member 2 abut on each other at an arbitrary position. . The abdominal portion 2b of the lateral engaging member 2 is provided with a plurality of joint holes for fixing to the side plate 1, and is fixed by the joint 23. In this embodiment, a fastening screw is used as the joining tool 23, but other joining means, for example, bolts, nails, etc. are appropriately adopted, and an adhesive is directly applied to the abdomen 2b and adhered to the side plate 1. Is also good. The cross-sectional shape of the lateral engagement member 2 is L-shaped in this embodiment, but other shapes, for example, C-shaped and H-shaped.
Any shape may be used as long as a shape, a mouth shape, and a deformed shape thereof are appropriately adopted and the upper and lower flange portions 2a can be connected to each other. FIG. 2 (b) shows a connection state between the laterally engaging member 2 and the side plate 1 of a modified T-shape as an example. T of the lateral engagement member 2
One side of the shape is embedded in the side plate 1 and the other side is
To form a flange 2a.

【0009】連結具3は本態様ではボルト・ナット3A
を採るが、この態様に限定されず、図2(a) に示す楔式
連結具3Bも採用される。該楔式連結具3Bは棒状の連
結杆31と任意形状の連結頭32を有している。連結杆
31には楔孔35が開設され、その孔35に連結楔34
を打ち込む。また、他の連結具として鋼製型枠に使用さ
れているUクリップ等も使用可能である。
In the present embodiment, the connecting member 3 is a bolt / nut 3A.
However, the present invention is not limited to this mode, and a wedge-type connector 3B shown in FIG. The wedge-type connecting tool 3B has a rod-shaped connecting rod 31 and a connecting head 32 having an arbitrary shape. A wedge hole 35 is formed in the connecting rod 31, and a connecting wedge 34 is formed in the hole 35.
Type. Further, a U-clip or the like used for a steel mold as another connecting tool can also be used.

【0010】図1において、この構築用側面体A1を組
積みする場合、一般に緊結材4が使用される。緊結材4
は、対向する側面板1相互の間隔を保持するセパレ−タ
として、水平に架設される横緊結材41と斜めに架設さ
れる斜め緊結材42とが使用される。横緊結材41は、
棒状体をなし、変形しにくい円形、矩形、T形、L形、
C形及びH形等の断面を有する。該緊結材4の先端は連
結孔20に嵌合できる形状に加工されるか、また、加工
材が固設され該加工材をもって連結孔20に係合する。
また、連結孔20に係合する取付け具43としてリング
43Aを設けて緊結材4の先端をこのリング43Aに係
合してもよい。また、斜め緊結材42の構成は、横緊結
材41に準じるが、他にワイヤ、ロープ、鎖及び打抜き
鎖等も使用される。
In FIG. 1, when the construction side body A1 is assembled, a binding material 4 is generally used. Ties 4
As the separators for maintaining the distance between the opposing side plates 1, a horizontal tying member 41 laid horizontally and an oblique tying member 42 installed diagonally are used. Lateral binding material 41
Round, rectangular, T-shaped, L-shaped
It has C-shaped and H-shaped cross sections. The tip of the binding material 4 is processed into a shape that can be fitted into the connection hole 20, or a processing material is fixed and engaged with the connection hole 20 with the processing material.
Alternatively, a ring 43A may be provided as a mounting tool 43 that engages with the connection hole 20, and the distal end of the binding material 4 may be engaged with the ring 43A. Further, the configuration of the oblique binding material 42 is similar to that of the horizontal binding material 41, but wires, ropes, chains, punched chains, and the like are also used.

【0011】側面板1の材質については、側面板1が化
粧用の側面体に使用される場合は、コンクリート、強化
プラスチック、アルミニューム、タイル板等の建築素材
が適用され、型枠用として利用される場合は、木材、
紙、網、打抜き板、織物、布等の建築素材が適用され
る。特には、任意の形状に孔が開いた不織布が好適であ
る。この不織布は軽量であり、経済性及び取扱いが簡単
で、運搬及び施工性に優れている。更には、現場及び工
場において貼り合わせる場合、簡単に切断加工でき、更
に、打設したコンクリートが該不織布を介して裏込め栗
石に浸透して好都合である。材質は布、ビニール、プラ
スチック紙、紙及び合成材等でよい。
As for the material of the side plate 1, when the side plate 1 is used for a decorative side body, a building material such as concrete, reinforced plastic, aluminum, or a tile plate is applied and used for a formwork. If it is wood,
Building materials such as paper, net, punched board, woven fabric, and cloth are applied. In particular, a nonwoven fabric having a hole in an arbitrary shape is suitable. This non-woven fabric is lightweight, economical and easy to handle, and has excellent transportability and workability. Furthermore, when laminating at a site or a factory, it can be cut easily, and the poured concrete penetrates through the non-woven fabric into the backing rubble stone, which is convenient. The material may be cloth, vinyl, plastic paper, paper and synthetic material.

【0012】構築用側面体A2 図3は本実施例の構築用側面体の他の態様を示す。この
態様においては、横係合部材2が側面板1の上下端面に
配されることを特徴とし、また、該横係合部材2が連結
具3を兼ねることも他の特徴とする。図3(a) におい
て、本実施例の構築用側面体A2は、側面板1が自立で
きる厚さを有し、その上端面にはその長手方向にアリ溝
状の横係合部材(以下、横係合凹具という)2Cが、そ
の下端面には同じく長手方向にアリ状の横係合部材(以
下、横係合凸具という)2Dが設けられる。上下に配さ
れる側面体A(A2),B相互は、その横係合凸具2D
を横係合凹具2Cに横方向から嵌挿して連結される。該
係合凹具2C及び係合凸具2Dは側面板1と同材質でも
別材質でもよい。更に、図3(a) において、本側面体A
2が採る左部分Lと右部分Rの2つの態様を示す。すな
わち、左部分Lにおいては、側面板1のコンクリ−ト打
設側に緊結材用のL型断面の取付け具43Bが固設され
る。アングル材としての取付け具43Bを側面板1の上
下両端に設ける場合は、それらは互いに当接し、アリ嵌
合の緩みを補強し、横係合凹具及び凸具2C,2Dが引
張り力に抵抗し、取付け具43Bが圧縮力に抵抗するた
め、側面板1に大きな外力が作用する場合に適してい
る。横係合凹具及び凸具2C,2Dは部分的に配されて
もよく、また取付け具43Bは側面板1の全長にわたっ
て配されてもよい。取付け具43Bには連結孔20を設
け、該連結孔20を介して先の実施例の連結具3(3
A,3B)を結合してもよい。一方、右部分Rは側面板
1に大きな側圧が作用しない場合であって、杆体部にリ
ングを有する取付け具43Cを設け,該取付け具43C
に緊結材4を取り付ける。また、図3(a) に示すよう
に、横方向の側面体Bとの連結に供するため、連結孔5
0を有する縦係合材5が側面板1の側端に設けられる。
該縦係合具5を介して、先の実施例で示した連結具3に
よって側面体A,Bの相互を連結する。なお、この縦係
合材5は図1〜図12に示す各態様に適用できる。ま
た、本実施例の構築用側面体A2においても側面板1は
曲面板を除外するものではないことは当然である。図3
(b) は図3(a) で示す側面体A2相互の連結状態を示
す。本実施例の横係合部材2は、叙上のものに限定され
ない。図3(c) は別の横係合部材による連結状態の断面
構造を示す。すなわち、係合凹具2C’はT形溝を採
り、係合凸具2D’は係合凹具2C’に嵌合されるT形
突条を採る。更には、L形溝、L形突条も採用される。
このように、横係合凹具及び凸具2C,2Dは適宜の断
面形状を採る。
Construction side body A2 FIG. 3 shows another embodiment of the construction side body of the present embodiment. This embodiment is characterized in that the lateral engaging members 2 are disposed on the upper and lower end surfaces of the side plate 1, and another feature is that the lateral engaging members 2 also serve as the connecting tools 3. In FIG. 3 (a), the construction side body A2 of the present embodiment has a thickness such that the side plate 1 can stand on its own, and its upper end surface has a dovetail-shaped lateral engagement member (hereinafter, referred to as a longitudinal groove). A horizontal engaging recess (hereinafter referred to as a lateral engaging convex) 2D is provided on the lower end surface of the lower end surface. The side bodies A (A2) and B arranged vertically are connected to each other by the lateral engagement protrusion 2D.
Is inserted and connected to the lateral engagement recess 2C from the lateral direction. The engaging recess 2C and the engaging protrusion 2D may be made of the same material as the side plate 1 or a different material. Further, in FIG.
2 shows two modes of a left portion L and a right portion R which are adopted by the second embodiment. That is, in the left portion L, a mounting member 43B having an L-shaped cross section for a binding material is fixed to the side of the side plate 1 where the concrete is cast. When the attachments 43B as angle members are provided at the upper and lower ends of the side plate 1, they come into contact with each other to reinforce the looseness of the dovetail fitting, and the lateral engagement concave parts and the convex parts 2C and 2D resist the pulling force. However, since the fixture 43B resists the compressive force, it is suitable when a large external force acts on the side plate 1. The lateral engagement recesses and the protrusions 2C and 2D may be partially arranged, and the attachment 43B may be arranged over the entire length of the side plate 1. A connection hole 20 is provided in the attachment 43B, and the connection tool 3 (3
A, 3B) may be combined. On the other hand, the right part R is a case where a large lateral pressure does not act on the side plate 1, and is provided with a fitting 43C having a ring on the rod portion.
Attach binding material 4 to As shown in FIG. 3 (a), a connection hole 5 is provided for connection with the lateral side body B.
A vertical engagement member 5 having 0 is provided at a side end of the side plate 1.
The side bodies A and B are connected to each other by the connecting tool 3 shown in the previous embodiment via the vertical engaging tool 5. In addition, this vertical engagement material 5 can be applied to each mode shown in FIGS. Also, in the construction side body A2 of this embodiment, it is natural that the side surface plate 1 does not exclude a curved surface plate. FIG.
(b) shows the state of connection between the side members A2 shown in FIG. 3 (a). The lateral engagement member 2 of the present embodiment is not limited to the above. FIG. 3C shows a cross-sectional structure in a connected state by another lateral engaging member. That is, the engaging recess 2C 'has a T-shaped groove, and the engaging protrusion 2D' has a T-shaped ridge fitted into the engaging recess 2C '. Further, L-shaped grooves and L-shaped ridges are also employed.
As described above, the lateral engagement concave tool and the convex tools 2C and 2D have appropriate cross-sectional shapes.

【0013】構築用側面体A3 図4は本実施例における別の態様の構築用側面体A3を
示す。この態様では、自立できない建築素材による側面
体を示す。図4において、この側面体A3は、自立でき
ない建築素材よりなる側面板1を横係合部材2と縦係合
部材5とにより挟着固定してなる。横係合部材2と縦係
合部材5とは骨組み体を構成する。あるいは、該骨組み
体の側面に自立できない建築素材を貼り付けたものであ
ってもよい。自立できない建築素材として、金網、ロー
プ網、任意の形状を有する穴開き板、打抜き板、織物、
不織物(穴開きを含む)、布(穴開きを含む)、及び紙
等が選ばれる。あるいは、鉄、ビニール、プラスチッ
ク、綿等の素材でよい。縦係合部材5の断面は、横係合
部材2と同じ断面形状を採る。図4において、Kは横係
合部材2の張出し部であり、該張出し部Kは必ずしも必
要でなく、該材料を大き目に製作するとよい。更に、側
面板1の端部又は中間に枠材11を設けるとともに、該
枠材11の上下端部にフック12を複数個設け、該フッ
ク12をもって側面体Bに引っ懸けて配される。フック
12の形状は釣ばり状のもに限定されない。側面体Bと
の横方向の接合性をよくするため、添接板25が設けら
れ、側面体Bとの目地部のずれを防ぐ。添接板25には
横係合部材2と係合するための連結孔20cが設けてあ
り、側面体A、B間の横係合部材2と連結具3によって
連結する。当該手段は図1に示す側面体A1にも適用で
きる。
[0013] Construction flanks member A3 4 shows the construction for side member A3 of another aspect in this embodiment. In this embodiment, a side body made of a building material that cannot stand alone is shown. In FIG. 4, the side body A <b> 3 is formed by sandwiching and fixing a side plate 1 made of a building material that cannot stand alone between a horizontal engaging member 2 and a vertical engaging member 5. The horizontal engaging member 2 and the vertical engaging member 5 constitute a framework. Alternatively, a non-self-supporting building material may be attached to the side surface of the frame. As a building material that cannot be self-sustaining, wire mesh, rope mesh, perforated board with arbitrary shape, punched board, woven fabric,
Non-woven fabric (including perforated), cloth (including perforated), paper and the like are selected. Alternatively, a material such as iron, vinyl, plastic, or cotton may be used. The cross section of the vertical engaging member 5 has the same cross-sectional shape as the horizontal engaging member 2. In FIG. 4, K denotes an overhang portion of the lateral engagement member 2, and the overhang portion K is not always necessary, and the material may be made larger. Further, a frame member 11 is provided at an end portion or an intermediate portion of the side plate 1, and a plurality of hooks 12 are provided at upper and lower ends of the frame member 11, and the hooks 12 are hooked to the side body B and arranged. The shape of the hook 12 is not limited to a fishing rod. In order to improve the lateral joining property with the side body B, an attachment plate 25 is provided to prevent displacement of the joint with the side body B. The attachment plate 25 is provided with a connection hole 20 c for engaging with the lateral engagement member 2, and is connected to the lateral engagement member 2 between the side bodies A and B by the coupling tool 3. This means can also be applied to the side body A1 shown in FIG.

【0014】図5〜図12は本発明の構築用側面体の更
に他の実施例を示す。この実施例においては、側面板1
の上下端の近傍部に横係合部材2が配されてなることを
特徴とする。構築用側面体A4 図5(a) は本実施例の構築用側面体A4の立体構成を示
す。図に示されるように、側面板1の上下端部に矩形板
状の横係合部材2E,2Fが先の実施例で述べた接合具
26または接着剤によって固設されている。連結孔20
は両横係合部材2E,2Fの側面に先の実施例に準じて
設けられるが、下部横係合部材2Fの連結孔20はねじ
態様とされる。上部横係合部材2Eは側面板1に埋め込
まれ、該側面板1の側面と面一となる。下部横係合部材
2Fは側面板1の下端面より突設して固設される。これ
により、側面体A,B相互を上下に組積みしたとき、連
結孔20にボルト・ナットよりなる連結具3Dが螺合さ
れ、接合される。図5(b) はその接合状態を示す。図5
(c) は緊結材4の取付けに供される取付け具43Dを示
す。該取付け具43Dは図3(a) における取付け具43
Cに準じ、杆体部にねじが設けられた点で異なり、この
取付け具43Dを横係合部材2E,2Fの連結孔20に
螺合して取り付ける。
FIGS. 5 to 12 show still another embodiment of the construction side body according to the present invention. In this embodiment, the side plate 1
The horizontal engaging member 2 is disposed in the vicinity of the upper and lower ends. Construction side body A4 FIG. 5A shows a three-dimensional configuration of the construction side body A4 of this embodiment. As shown in the figure, rectangular plate-shaped horizontal engaging members 2E and 2F are fixed to the upper and lower ends of the side plate 1 by the bonding tool 26 or the adhesive described in the previous embodiment. Connection hole 20
Are provided on the side surfaces of both lateral engaging members 2E and 2F in accordance with the previous embodiment, but the connection hole 20 of the lower lateral engaging member 2F is formed in a thread form. The upper lateral engagement member 2E is embedded in the side plate 1 and is flush with the side surface of the side plate 1. The lower horizontal engaging member 2F is fixedly provided so as to protrude from the lower end surface of the side plate 1. Thereby, when the side bodies A and B are vertically assembled, the connecting member 3D composed of a bolt and a nut is screwed into the connecting hole 20 and joined. FIG. 5B shows the bonding state. FIG.
(c) shows a mounting tool 43D used for mounting the binding material 4. The attachment 43D is the attachment 43 in FIG.
The mounting tool 43D is screwed into the connecting hole 20 of the lateral engagement members 2E and 2F and mounted according to C, except that a screw is provided in the rod portion.

【0015】構築用側面体A5,A6 図6・図7に更に別の構築用側面体A5,A6を示す。
図6(a) において、構築用側面体A5は側面板1の上端
部には叙上の図5のものと同様の上部横係合部材2Gが
配され、下端部にはアリ溝27を有する下部横係合部材
2Hが配される。上部横係合部材2Gにはねじ態様の連
結孔20が開設される。下部横係合部材2Hには連結具
3Eが嵌合装着される。連結具3Eは、一端に下部横係
合部材2Hのアリ溝27に嵌合する凸形状の嵌合具36
を具備し、他の一端に連結孔30が設けられる。図6
(b) にこの側面体A(A5),B相互の連結状態の断面
を示す。連結具3Eは横係合部材2Hとアリ嵌合されて
いるため自在に横方向に移動でき、所定の位置で横係合
部材2Gの連結孔20にボルト・ナットよりなる締付け
具6を螺合し締め付け、連結具3と連結する。図6(c)
に連結具3Eの立体構造を示す。該連結具3Eには下部
横係合部材2Hの溝27に嵌合するためのアリ状の嵌合
具36が固設されている。アリとアリ溝との態様は逆に
してもよい。図7(b) はその態様を採る構築用側面体A
6を示す。この構築用側面体A6は、上端に平板状の上
部横係合部材2Iが設けられ、下端にアリ状の下部横係
合部材2Jが設けられ、これらの係合部材2I,2Jに
跨がって上部にアリ溝を有する連結具3Fが装着され、
締付け具6を締め込んで固定する。緊結材用の取付け具
43Eは、図7(a) に示すように、頭部にリングを持つ
杆状体の基端に横係合部材2Hに嵌合できる形状の嵌合
具36が固設されている。この取付け具43Eを横係合
部材2Hに嵌合し、リングに緊結材4を取り付ける。
Construction side bodies A5, A6 FIGS. 6 and 7 show further construction side bodies A5, A6.
In FIG. 6 (a), an upper side engaging member 2G similar to that shown in FIG. A lower horizontal engagement member 2H is provided. A threaded connection hole 20 is formed in the upper lateral engagement member 2G. The connecting tool 3E is fitted and mounted on the lower horizontal engaging member 2H. The connecting tool 3E has a convex fitting tool 36 which is fitted at one end into the dovetail groove 27 of the lower horizontal engaging member 2H.
And a connection hole 30 is provided at the other end. FIG.
(b) shows a cross section of the side bodies A (A5) and B connected to each other. Since the connecting member 3E is engaged with the horizontal engaging member 2H in a dovetail manner, the connecting member 3E can be freely moved in the lateral direction. Then, it is connected to the connector 3. Fig. 6 (c)
Shows the three-dimensional structure of the coupler 3E. A dovetail-shaped fitting 36 for fitting into the groove 27 of the lower horizontal engaging member 2H is fixed to the connecting tool 3E. The mode of the dovetail and the dovetail groove may be reversed. FIG. 7 (b) shows a construction side body A that adopts this embodiment.
6 is shown. The construction side body A6 is provided with a flat upper lateral engaging member 2I at the upper end and a dovetail lower lateral engaging member 2J at the lower end, and straddles these engaging members 2I and 2J. The connecting tool 3F having a dovetail groove on the upper side is attached,
The fastening tool 6 is tightened and fixed. As shown in FIG. 7 (a), the fastener 43E for the binding material is provided with a fitting 36 having a shape capable of fitting to the lateral engaging member 2H at the base end of a rod having a ring at the head. Have been. The attachment 43E is fitted to the lateral engagement member 2H, and the binding material 4 is attached to the ring.

【0016】構築用側面体A7 図8〜図10に更に別の構築用側面体A7を示す。この
態様においては、連結具3が更に自在に移動しうるもの
を示す。図8(a) において、構築用側面体A7の上部及
び下部にアリ溝よりなる横係合部材2K,2Lが埋設状
に配される。連結具3Gは、上部横係合部材2Kに装着
される上部連結凹具3Gaと、下部横係合部材2Lに装
着される下部連結凸具3Gbの一対からなる。上部連結
凹具3Gaは中空部を有する箱形をなし、該箱形の前壁
部301は下方斜めに傾斜し、当該部分は弾性体で変形
可能である。連結具3Ga,3Gbにはともにアリ状の
嵌合具36が固設されており、上部及び下部横係合部材
2K,2Lのアリ溝に嵌合されている。下部連結凸具3
Gbは、アリ36が締付け具6を介して取り付けられ、
アリ36を介して下部横係合部材2Lのアリ溝に嵌合さ
れ、所定の位置で締付け具6を締め付けて固定される。
下部連結凸具3Gbの下端には、上部連結凹具3Gaの
中空部に嵌挿入される連結突起302が設けてある。側
面体A(A7),B相互の連結状態の断面を図8(b) に
示す。また、連結具3Ga,3Gbは図9(a) の締付け
具を利用してもよい。側面体A7相互が組積みされたと
き、図8(b) に示すように、連結凸具3Gbは連結凹具
3Gaの中空部に貫入する。連結凹具3Gaの前壁部3
01は弾性作用のより連結突起302の突起厚eだけ変
形して嵌合される。嵌合後は連結凸具3Gbに引張応力
が発生しても前壁部301が傾斜しているため抜けるこ
とがない。この抜け抵抗を増すため突起302の表面に
凹凸の形状を必要により設けると効果がある。本態様の
構築用側面体A7の横方向の連結は、図9(a) に示す縦
係合材5を使用してなされる。更には、先に示した図3
(a) の縦係合具5でもよい。更に簡単な手段として締付
け具6、嵌合具36及び継板26を使用してもなされ
る。継板26は本横係合部材2K,2Lと嵌合できる形
状をなし、該横係合部材2K,2Lに強貫入して固定さ
れる。図9(a) において、縦係合材5は図例では断面が
矩形であるが、その断面は任意でよい。該縦係合材5
は、側面板1の補強と側面体Bとの連結の他に、対向す
る側面板1との連結及び後述する支柱との連結に使用さ
れうる。縦係合材5は締付け具6によって横係合凹具2
bに嵌合し締め付け、そのケ所数は必要によって1か所
または2か所以上設ける。図9(b) はナットに輪状の取
付け具43を付設したものを示し、このようにすると両
方兼ねることができる。図9(c) は連結具3の別態様を
示す。この連結具3Hの原理はスキー靴等に使用されて
いるクランプと同じである。異形の連結具3Hの上端部
に嵌合具36が固設され、その下方位置にピン37を介
して別の嵌合具36が固設されている。このため、嵌合
具と連結具は自由に回転する。このような連結具3を横
係合凹具2Ga及び2Gbに嵌合し、移動させ、所定の
位置でクランプにより締め付ける。
Construction Side Body A7 FIGS. 8 to 10 show still another construction side body A7. In this embodiment, the connector 3 can be moved more freely. In FIG. 8 (a), lateral engaging members 2K and 2L formed of dovetail grooves are buried in the upper and lower portions of the construction side body A7. The connecting tool 3G includes a pair of an upper connecting recess 3Ga mounted on the upper lateral engaging member 2K and a lower connecting convex 3Gb mounted on the lower horizontal engaging member 2L. The upper connection recess 3Ga has a box shape having a hollow portion, and the front wall portion 301 of the box shape is inclined obliquely downward, and the portion can be deformed by an elastic body. A dovetail-shaped fitting 36 is fixed to both of the couplings 3Ga and 3Gb, and fitted into the dovetail grooves of the upper and lower lateral engaging members 2K and 2L. Lower connecting projection 3
In Gb, an ant 36 is attached via the fastener 6,
The dovetail 36 is fitted into the dovetail groove of the lower lateral engagement member 2L via the dovetail 36, and the fastener 6 is tightened and fixed at a predetermined position.
At the lower end of the lower connecting protrusion 3Gb, there is provided a connecting protrusion 302 to be inserted into the hollow portion of the upper connecting recess 3Ga. FIG. 8 (b) shows a cross section of the side body A (A7), B in a connected state. 9A may be used as the connecting tools 3Ga and 3Gb. When the side members A7 are stacked, as shown in FIG. 8B, the connecting projection 3Gb penetrates into the hollow portion of the connecting recess 3Ga. Front wall 3 of connecting recess 3Ga
01 is fitted by being deformed by the protrusion thickness e of the connection protrusion 302 due to elastic action. After the fitting, even if a tensile stress is generated in the connecting protrusion 3Gb, the connecting protrusion 3Gb does not come off because the front wall portion 301 is inclined. In order to increase this resistance, it is effective to provide irregularities on the surface of the projection 302 as necessary. The lateral connection of the construction side body A7 of this embodiment is performed by using the vertical engagement member 5 shown in FIG. Furthermore, FIG.
The vertical engagement device 5 of (a) may be used. As a simpler means, the fastening tool 6, the fitting tool 36 and the joint plate 26 may be used. The connecting plate 26 has a shape that can be fitted to the horizontal engaging members 2K and 2L, and is firmly penetrated and fixed to the horizontal engaging members 2K and 2L. In FIG. 9A, the vertical engaging member 5 has a rectangular cross section in the illustrated example, but the cross section may be arbitrary. The vertical engagement member 5
Can be used not only for reinforcement of the side plate 1 and connection with the side body B, but also for connection with the opposing side plate 1 and connection with a column described later. The vertical engaging member 5 is fixed to the horizontal engaging concave
b, and one or two or more places are provided as necessary. FIG. 9 (b) shows a nut provided with a ring-shaped mounting tool 43, which can serve as both. FIG. 9C shows another embodiment of the connector 3. The principle of the connecting tool 3H is the same as that of a clamp used for ski boots or the like. A fitting 36 is fixedly provided at the upper end of the odd-shaped connecting tool 3H, and another fitting 36 is fixed via a pin 37 below the fitting 36. For this reason, the fitting and the connector freely rotate. Such a connector 3 is fitted into the lateral engagement recesses 2Ga and 2Gb, moved, and clamped at a predetermined position by a clamp.

【0017】図10は、2枚の側面板1を対向して立設
し、緊結材4によって組み立て、側面体Bと連結した場
合の断面図を示す。連結凹具の前壁部301の断面は円
形をしているが、この部分にコンクリートが打設される
とコンクリートにより拘束されるので連結凸具3Gbは
抜けない。緊結材4は縦係合材5に嵌合し、ターンバッ
クル44によって緊結される。側面板1の間隔が一定の
場合は、ターンバックル44の必要がない。このように
本発明は擁壁に限らず、建築物の外壁及び内壁の化粧用
構築側面体としても使用できる。
FIG. 10 is a sectional view showing a case where two side plates 1 are erected in opposition to each other, assembled with a binding material 4 and connected to a side member B. Although the cross section of the front wall portion 301 of the connecting recess is circular, when the concrete is poured into this portion, the connecting protrusion 3Gb does not come off because it is restrained by the concrete. The binding member 4 is fitted to the vertical engaging member 5 and is bound by the turnbuckle 44. When the interval between the side plates 1 is constant, the turnbuckle 44 is not required. As described above, the present invention is not limited to the retaining wall, and can also be used as a makeup side wall for the outer wall and the inner wall of a building.

【0018】構築用側面体A8 図11及び図12は、横係合部材2と連結具3とのその
他の連結態様を示す。図11(a) の構築用側面体A8に
おいて、横係合部材2は側面板1より露出し,接合具2
6によって側面板1に固設される。横係合部材2K,2
LはC形状で、側面体A,Bとも同じ型で溝27が側面
に表れている。この溝27に締付け具6を嵌合し、連結
具3の連結孔30に締付け具6を貫入して取付け目的の
位置に移動したら締付け具を締め付ける。側面体Bも同
様である。横係合部材2K,2L及び連結具3は強度の
ある材料を使用しており、横係合部材2K,2Lは側面
体A,Bに強固に固定されているので、側面板1に応力
が作用しても、側面体A,Bは遊離することがない。図
11(b) は図11(a) の正面図を表す。
[0018] Construction flanks body A8 11 and 12 show other connection mode between the connector 3 and Yokogakarigo member 2. In the construction side body A8 of FIG. 11 (a), the lateral engagement member 2 is exposed from the side plate 1,
6 is fixed to the side plate 1. Lateral engagement member 2K, 2
L has a C shape, and the side bodies A and B have the same shape, and the groove 27 appears on the side surface. The fastener 6 is fitted into the groove 27, and when the fastener 6 penetrates into the connection hole 30 of the connector 3 and moves to a mounting target position, the fastener is tightened. The same applies to the side body B. The lateral engaging members 2K and 2L and the connecting member 3 are made of a strong material, and the lateral engaging members 2K and 2L are firmly fixed to the side members A and B. Even if it acts, the side bodies A and B are not released. FIG. 11B shows a front view of FIG. 11A.

【0019】構築用側面体A9 図12(a) の構築用側面体A9において、横係合部材2
M,2Nはその溝27の面が上面と下面方向に向かい合
って、側面板1より露出して固定される。横係合部材2
M,2NはC形材が使用され、接合具26が取り付けや
すいように必要により鍔を設けている。該横係合部材2
は側面体A,Bとも同じ形で多数の連結孔が設けてある
場合もあり、連結孔を設けないで図8〜図10の締付け
具の嵌合具をL形にして横係合材と連結具間に嵌合して
締め付ける。横係合部材2M,2Nに、該連結具3を嵌
合して所定位置まで移動させ、そこで締付け具6によっ
て締め付ける。図によると、側面体Bにも連結具が具備
されているが、必要により省略できる。側面板1には先
の実施例A2のように横係合凹具2C、凸具2Dを配す
ることもできる。本発明は図1〜図11までとその変形
の横係合部材2と連結具3を自由に組み合わせた側面板
も含まれる。
Construction side body A9 In the construction side body A9 shown in FIG.
M and 2N are fixed by being exposed from the side plate 1 with the surface of the groove 27 facing the upper surface and the lower surface. Lateral engagement member 2
M and 2N are C-shaped members, and are provided with a flange as necessary so that the joint 26 can be easily attached. The lateral engagement member 2
In some cases, the side bodies A and B have the same shape and a large number of connection holes are provided. Without the connection holes, the fittings of the fasteners shown in FIGS. Fit between connectors and tighten. The connecting tool 3 is fitted to the lateral engaging members 2M and 2N and moved to a predetermined position, where it is fastened by the fastening tool 6. According to the drawing, a connecting member is also provided on the side body B, but can be omitted if necessary. The lateral engagement recess 2C and the protrusion 2D can be arranged on the side plate 1 as in the embodiment A2. The present invention also includes a side plate in which the lateral engagement member 2 and the connecting member 3 of FIGS.

【0020】構築用側面体A10 図12(b) の構築用側面体A10においては、図11
(a) (b) で示す構築用側面体A8と図12(a) で示す構
築用側面体A9の併用型を示し、更に、横係合具と連結
具に凹凸の形状を附した場合の連結状態断面を示す。側
面体Bの連結具には締付け具6が付いていないが、必要
により設けることもできる。
Construction side body A10 In the construction side body A10 of FIG.
(a) Shows a combination type of the construction side body A8 shown in (b) and the construction side body A9 shown in FIG. 12 (a), and further shows a case in which the lateral engagement tool and the coupling tool have irregularities. 3 shows a cross section in a connected state. Although the fastening tool 6 is not attached to the connecting tool of the side body B, it can be provided if necessary.

【0021】次に、叙上の各実施例の構築用側面体Aを
使用してなされる構築物の施工方法に付いて説明する。
図13はその一実施例の施工方法による擁壁の施工断面
である。施工手順として、図に示すように、基礎栗石7
1上にコンクリート基礎72を構築し、該コンクリート
基礎72に基礎アンカー73を施工する。側面体Aを設
置し、この基礎アンカー73に側面板1に固設された横
係合部材2を固定する。外側に面した側面板1は化粧用
を使用し、地山側に面した側面板1は埋め殺し用の側面
板1を使用する。次に、対向する側面板1相互の間隔を
保持し、更に打設されるコンクリートCの圧力及び裏込
め栗石74の圧力に抵抗するための横緊結材41を架設
する。コンクリートC及び裏込め栗石74の厚さと施工
順序によって斜め緊結材42も使用される。地山側に裏
込め栗石74を打入し、次いで側面板1の相互間にコン
クリートCを打設する。このようにして、2段目、3段
目と構築用側面体Aを組積みする。
Next, a method for constructing a building using the building side body A of each of the above embodiments will be described.
FIG. 13 is a construction section of a retaining wall according to the construction method of the embodiment. As a construction procedure, as shown in the figure,
1, a concrete foundation 72 is constructed, and a foundation anchor 73 is installed on the concrete foundation 72. The side body A is installed, and the lateral engagement member 2 fixed to the side plate 1 is fixed to the foundation anchor 73. The side plate 1 facing the outside uses a makeup, and the side plate 1 facing the ground side uses the side plate 1 for burying. Next, a horizontal tie member 41 for maintaining the distance between the opposing side plates 1 and further resisting the pressure of the concrete C to be poured and the pressure of the backfilling rubble stone 74 is erected. The diagonal binding material 42 is also used depending on the thickness of the concrete C and the backfilled chestnut stone 74 and the order of construction. The backfilled rubble stone 74 is put into the ground side, and then the concrete C is put between the side plates 1. In this way, the second and third stages and the construction side body A are assembled.

【0022】図14は他の擁壁の施工要領を示す。この
態様では、外側は化粧側面板が使用され、地山側は穴開
き不織布の側面板が使用される。外側の側面板1は前述
と同様であるが、地山側は埋め殺し用及び木板等の取外
し用型枠を使用した場合にも本態様は適用される。施工
手順として、基礎栗石71、コンクリート基礎72、基
礎アンカー73及び外側の第1段目の側面体Aの設置ま
では前述と同じである。次いで、地山側に支柱8と横桟
木81を組み立て、該側面体Aと横支柱8との間に横緊
結材41を架設して締付け具にて締め付ける。第2段側
面体も同様の手順で行う。コンクリートCの硬化後、支
柱8及び横桟木81は取り外される。
FIG. 14 shows the construction procedure of another retaining wall. In this embodiment, a decorative side plate is used on the outside, and a perforated nonwoven side plate is used on the ground side. The outer side plate 1 is the same as that described above, but the present embodiment is also applied to the case where the ground side uses a removal formwork such as burying and a wooden board. The construction procedure is the same as that described above up to the installation of the foundation stone 71, the concrete foundation 72, the foundation anchor 73, and the outer first-stage side body A. Next, the column 8 and the horizontal crosspiece 81 are assembled on the ground side, the horizontal binding material 41 is erected between the side body A and the horizontal column 8, and tightened with a fastener. The second side body is performed in the same procedure. After the concrete C is hardened, the columns 8 and the crosspieces 81 are removed.

【0023】本発明の構築物の施工方法の他の実施例を
説明する。図15は本施工方法による擁壁の断面を示
す。この態様では、地山側の構築側面体に側面板を使用
せず、側面板を省略して経済的にする。施工手順とし
て、基礎栗石71、コンクリート基礎72、基礎アンカ
ー73までは前述の手順と同じである。コンクリートC
及び裏込め栗石74のどちらかを先に施工してもよい
が、本態様では裏込め栗石74の敷設を先行する。表側
の側面板1を基礎アンカー73に固定し、次いで地山側
に支柱8を設置する。支柱8に替えて縦係合材5を採用
してもよい。支柱8あるいは縦係合材5の背面に抜き型
枠82を設置する。抜き型枠82は現在周知のブロック
積み擁壁に使用されているものと同じであるが、支柱8
との滑りをよくするためローラ83をその型枠に付設す
るのもよい。抜き型枠82を設置後、裏込め栗石74を
敷設し、コンクリートCを打設する。コンクリートCが
固まらない内に抜き型枠82を抜く。コンクリートCの
一部は栗石74に浸透し、栗石74と一体化される。緊
結材4の位置を注意して架設すれば抜き型枠82をコン
クリートC側にも設置しうる。縦係合材5を使用した場
合は埋め殺しとなるが、支柱8を使用した場合は埋め殺
しても、引き抜いてもよい。
Another embodiment of the construction method of the present invention will be described. FIG. 15 shows a cross section of a retaining wall according to this construction method. In this embodiment, no side plate is used for the built side body on the ground side, and the side plate is omitted to make the construction economical. As the construction procedure, the steps up to the foundation stone 71, the concrete foundation 72, and the foundation anchor 73 are the same as those described above. Concrete C
Either of the backfilled rubble stone 74 and the backfilled rubble stone 74 may be installed first, but in this embodiment, the laying of the backfilled rubble stone 74 is performed first. The front side plate 1 is fixed to the foundation anchor 73, and then the support columns 8 are installed on the ground side. The vertical engaging members 5 may be used instead of the columns 8. A blanking frame 82 is installed on the back surface of the column 8 or the vertical engaging member 5. The blanking frame 82 is the same as that currently used for the well-known block-retaining wall.
The roller 83 may be attached to the formwork in order to improve the slip. After setting the punching die frame 82, the backfilling rubble stone 74 is laid, and concrete C is cast. While the concrete C is not solidified, the punching mold 82 is pulled out. Part of the concrete C penetrates the chestnut stone 74 and is integrated with the chestnut stone 74. If the position of the binding material 4 is carefully set and installed, the punching die frame 82 can also be installed on the concrete C side. When the vertical engaging material 5 is used, it is buried, but when the column 8 is used, it may be buried or pulled out.

【0024】本発明の構築物の施工方法の更に他の実施
例を説明する。図16は本施工方法による擁壁の施工断
面である。この態様では、横緊結材41を使用せず斜め
緊結材42を使用し、コンクリートCの硬化を待って側
面体を組積みする。施工手順として、側面板1の設置は
前述と同じであるが、支柱8を基礎アンカー73と同様
に基礎72に埋設する。次に、構築用側面体Aをコンク
リートCの打設可能な段数まで組積みし、支柱8に緊結
材により各段ごと斜め緊結材42により緊結する。支柱
8には斜め緊結材42が取り付け易いように取付け具4
3を使用するか、または異形の鉄筋等使用すると滑らな
くてよい。その後、先の実施例(図15)と同様に抜き
型枠により施工する。所定の段まで達するとコンクリー
トCの打設を停止し、固結後同様の手順で施工する。コ
ンクリートCが半硬化した状態でも支柱8の拘束性は十
分あるが、不十分な場合は板材を支圧幅を増すため支柱
8の前に設けるとよい。
Another embodiment of the construction method of the present invention will be described. FIG. 16 is a construction section of a retaining wall according to the construction method. In this embodiment, the side members are stacked after the concrete C is hardened without using the lateral binder 41 and the oblique binder 42. As a construction procedure, the installation of the side plate 1 is the same as described above, but the pillar 8 is buried in the foundation 72 like the foundation anchor 73. Next, the building side bodies A are piled up to the number of steps on which the concrete C can be cast, and the columns 8 are tied to the columns 8 by the sloping ties 42 at each step. Attachment 4 is attached to support 8 so that diagonal binding material 42 can be easily attached.
If 3 is used, or if a deformed reinforcing bar or the like is used, it is not necessary to slip. After that, as in the previous embodiment (FIG. 15), the work is carried out using a blanking die frame. When reaching the predetermined step, the placing of the concrete C is stopped, and after the consolidation, the construction is performed in the same procedure. Even if the concrete C is in a semi-hardened state, the support of the column 8 is sufficient, but if it is insufficient, a plate may be provided in front of the column 8 in order to increase the bearing width.

【発明の効果】本発明の構築用側面体によれば、その横
係合部材及び連結具の機能により、未熟練者でも容易に
組積み施工を実施することができ、かつ、強度の大きい
組積み壁体を得ることができる。また、横係合部材及び
連結具は、平板状及び曲面状を問わず、側面体相互の横
ずれを吸収し、仕上げ精度の向上が図られ、更には自由
な形状の壁体を得ることができる。
According to the construction side body of the present invention, by the functions of the lateral engaging member and the connecting member, even an unskilled person can easily carry out the laminating work and has a large strength. A pile can be obtained. In addition, the horizontal engagement member and the connecting member, regardless of the shape of the flat plate and the curved surface, absorb the lateral displacement between the side members, improve the finishing accuracy, and can obtain a wall member having a free shape. .

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

【図1】図1は本発明の一実施例の構築用側面体(A
1)を組積みした組立て斜視図。
FIG. 1 is a side view of a construction side body (A) according to an embodiment of the present invention.
1 is an assembled perspective view in which 1) is assembled.

【図2】図2(a) は本実施例における他の連結具の斜視
図、図2(b) は他の横係合部材の連結状態を示す断面
図。
FIG. 2A is a perspective view of another connecting member in the present embodiment, and FIG. 2B is a cross-sectional view showing a connecting state of another lateral engaging member.

【図3】図3(a) は本発明の他の実施例の構築用側面体
(A2)の斜視図、図3(b) はその構築用側面体の連結
部の断面図、図3(c) は本構築用側面体の別形態の連結
断面図。
3 (a) is a perspective view of a construction side body (A2) according to another embodiment of the present invention, FIG. 3 (b) is a sectional view of a connecting portion of the construction side body, and FIG. c) is a connection cross-sectional view of another form of the side body for construction.

【図4】図4は本発明の他の態様の構築用側面体(A
3)の斜視図。
FIG. 4 is a side view (A) of another embodiment of the present invention.
The perspective view of 3).

【図5】図5(a) は本発明の他の実施例の構築用側面体
(A4)の斜視図、図5(b) はその構築用側面体の連結
部の断面図、図5(c) は緊結材用の取付け具の斜視図。
5 (a) is a perspective view of a construction side body (A4) according to another embodiment of the present invention, FIG. 5 (b) is a sectional view of a connecting portion of the construction side body, and FIG. c) is a perspective view of the attachment for the binding material.

【図6】図6(a) は本発明の更に他の実施例の構築用側
面体(A5)の斜視図、図6(b) はその構築用側面体の
連結部の断面図、図6(c) は連結具の斜視図。
6 (a) is a perspective view of a construction side body (A5) according to still another embodiment of the present invention, FIG. 6 (b) is a sectional view of a connecting portion of the construction side body, FIG. (c) is a perspective view of the connector.

【図7】図7(a) は本実施例における取付け具の斜視
図、図7(b) は他の態様の構築用側面体(A6)の連結
部の断面図。
FIG. 7 (a) is a perspective view of a fixture in the present embodiment, and FIG. 7 (b) is a cross-sectional view of a connecting portion of a construction side body (A6) of another embodiment.

【図8】図8(a) は本発明の更に他の態様の構築用側面
体(A7)の斜視図、図8(b)はその構築用側面体の連
結断面図。
FIG. 8 (a) is a perspective view of a construction side body (A7) according to still another embodiment of the present invention, and FIG. 8 (b) is a cross-sectional view of the construction side body.

【図9】図9(a) は本態様における縦係合部材の斜視
図、図9(b) は締付け具の斜視図、図9(c) は取付け具
の斜視図。
9 (a) is a perspective view of a vertical engaging member according to the present embodiment, FIG. 9 (b) is a perspective view of a fastener, and FIG. 9 (c) is a perspective view of a fixture.

【図10】図10は本態様の構築用側面体の組積み断面
図。
FIG. 10 is an assembled sectional view of the construction side body according to the present embodiment.

【図11】図11(a) は本発明の更に他の態様の構築用
側面体(A8)の連結断面図、図11(b) はその構築用
側面体の正面図。
FIG. 11 (a) is a connection cross-sectional view of a construction side body (A8) according to still another embodiment of the present invention, and FIG. 11 (b) is a front view of the construction side body.

【図12】図12(a) 、図12(b) は他の2種の構築用
側面体(A9,A10)の連結断面図。
FIGS. 12 (a) and 12 (b) are cross-sectional views of the connection of the other two types of construction side bodies (A9, A10).

【図13】図13は本発明の構築用側面体の施工方法の
一実施例の擁壁における施工断面図。
FIG. 13 is a cross-sectional view of an embodiment of a method for installing a building side body according to the present invention on a retaining wall.

【図14】図14は他の擁壁の施工断面図。FIG. 14 is a construction sectional view of another retaining wall.

【図15】図15は本発明の構築用側面体の施工方法の
他の実施例の擁壁における施工断面図。
FIG. 15 is a construction sectional view of a retaining wall according to another embodiment of the construction method of the construction side body according to the present invention.

【図16】図16は本発明の構築用側面体の施工方法の
更に他の実施例の擁壁における施工断面図。
FIG. 16 is a cross-sectional view of a construction method of a construction side body according to the present invention, which is performed on a retaining wall in still another embodiment.

【符号の説明】 A(A1,A2,A3,A4,A5,A6,A7,A
8,A9,A10)…構築用側面体、B…隣接する側面
体、1…側面板、2(2A,2B,2C,2D,2E,
2F,2G,2H,2I,2J,2K,2L,2M,2
N,2O,2P)…横係合部材、3(3A,3B,3
C,3D,3E,3F,3G,3H)…連結具、3Ga
…連結凹具、3Gb…連結凸具、4…緊結材、5…縦係
合部材、6…締付け具、36…嵌合具
[Description of Signs] A (A1, A2, A3, A4, A5, A6, A7, A
8, A9, A10) ... side body for construction, B ... adjacent side body, 1 ... side plate, 2 (2A, 2B, 2C, 2D, 2E,
2F, 2G, 2H, 2I, 2J, 2K, 2L, 2M, 2
N, 2O, 2P) ... lateral engaging member, 3 (3A, 3B, 3)
C, 3D, 3E, 3F, 3G, 3H) ... Connector, 3Ga
... Connecting recess, 3Gb ... Connecting convex, 4 ... Tightening member, 5 ... Vertical engaging member, 6 ... Clamping tool, 36 ... Fitting tool

【手続補正2】[Procedure amendment 2]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】全図[Correction target item name] All figures

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図1】 FIG.

【図2】 FIG. 2

【図10】 FIG. 10

【図3】 FIG. 3

【図4】 FIG. 4

【図5】 FIG. 5

【図6】 FIG. 6

【図7】 FIG. 7

【図8】 FIG. 8

【図11】 FIG. 11

【図15】 FIG.

【図9】 FIG. 9

【図12】 FIG.

【図13】 FIG. 13

【図14】 FIG. 14

【図16】 FIG. 16

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】側面板に横係合材を固設したことを特徴と
する構築用ブロック体。
1. A block for construction, wherein a lateral engaging member is fixed to a side plate.
【請求項2】横係合材に1か所又は2か所以上の連結具
を付設したことを特徴とする請求項1に記載の構築用ブ
ロック体。
2. The building block according to claim 1, wherein one or more connecting members are attached to the lateral engaging member.
【請求項3】緊結材を付設したことを特徴とする請求項
1又は2のいづれかに記載の構築用ブロック体。
3. The building block according to claim 1, further comprising a binding material.
【請求項4】連結具が横係合材に沿って移動することを
特徴とする請求項1ないし3のいづれかに記載の構築用
ブロック体。
4. The building block according to claim 1, wherein the connecting member moves along the lateral engaging member.
【請求項5】横係合材と連結具が同一材によって兼ねて
側面板に固設されており、更に緊結材と緊結取付具を付
設したことを特徴とする構築用ブロック体。
5. A building block, wherein a lateral engaging member and a connecting member are also fixedly provided on a side plate by the same member, and a binding member and a fastening member are additionally provided.
【請求項6】構築用ブロック体を施工するとき、外側の
側面板に対向する材料が縦係合材及び支柱によって構成
され、緊結材によって側面板が組積されたことを特徴と
する施工方法。
6. A method according to claim 1, wherein when the construction block is constructed, the material facing the outer side plate is constituted by a vertical engaging material and a support, and the side plate is laid by a binding material. .
【請求項7】抜型枠を使用したことを特徴とする請求項
7に記載の施工方法。
7. The construction method according to claim 7, wherein a blanking frame is used.
【請求項8】側面板が任意形の孔を有する不繊布及び繊
布を使用したこと特徴とする側面板。
8. A side plate, wherein the side plate is made of a nonwoven fabric or a woven fabric having holes of an arbitrary shape.
JP11142736A 1999-05-24 1999-05-24 Side face body for construction and execution method of structure using the same Pending JP2000001865A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11142736A JP2000001865A (en) 1999-05-24 1999-05-24 Side face body for construction and execution method of structure using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11142736A JP2000001865A (en) 1999-05-24 1999-05-24 Side face body for construction and execution method of structure using the same

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP1070122A Division JP2994398B2 (en) 1989-03-22 1989-03-22 Construction side body and construction method of building using the construction side body

Publications (1)

Publication Number Publication Date
JP2000001865A true JP2000001865A (en) 2000-01-07

Family

ID=15322393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11142736A Pending JP2000001865A (en) 1999-05-24 1999-05-24 Side face body for construction and execution method of structure using the same

Country Status (1)

Country Link
JP (1) JP2000001865A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004027645A (en) * 2002-06-26 2004-01-29 Kyosei Kiko Kk Steel formwork
JP2006029046A (en) * 2004-07-16 2006-02-02 Takeshige Shimonohara Residual form, its connecting method and its manufacturing method
JP2006063779A (en) * 2004-08-26 2006-03-09 Takeshige Shimonohara Structural material and its joint structure
JP2009035902A (en) * 2007-07-31 2009-02-19 Advance:Kk Concrete connecting structure
JP2012001976A (en) * 2010-06-17 2012-01-05 Shinichi Yuta Wall surface structure and wall surface construction method
JP2016211237A (en) * 2015-05-11 2016-12-15 アキレス株式会社 Lightweight banking structure

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004027645A (en) * 2002-06-26 2004-01-29 Kyosei Kiko Kk Steel formwork
JP2006029046A (en) * 2004-07-16 2006-02-02 Takeshige Shimonohara Residual form, its connecting method and its manufacturing method
JP2006063779A (en) * 2004-08-26 2006-03-09 Takeshige Shimonohara Structural material and its joint structure
JP2009035902A (en) * 2007-07-31 2009-02-19 Advance:Kk Concrete connecting structure
JP2012001976A (en) * 2010-06-17 2012-01-05 Shinichi Yuta Wall surface structure and wall surface construction method
JP2016211237A (en) * 2015-05-11 2016-12-15 アキレス株式会社 Lightweight banking structure

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