JPS5833665A - Mold frame plate block and construction thereof - Google Patents
Mold frame plate block and construction thereofInfo
- Publication number
- JPS5833665A JPS5833665A JP56129146A JP12914681A JPS5833665A JP S5833665 A JPS5833665 A JP S5833665A JP 56129146 A JP56129146 A JP 56129146A JP 12914681 A JP12914681 A JP 12914681A JP S5833665 A JPS5833665 A JP S5833665A
- Authority
- JP
- Japan
- Prior art keywords
- board
- concrete
- formwork
- grooves
- plate
- 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
Links
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Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は型枠板ブロック及び該ブロックで構成した構築
物、建築物の構築法に関す。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a form board block, a structure constructed from the block, and a method of constructing a building.
本発明は2枚又は数枚の方形枠板を1組とし、これを単
数又は複数の連結杆で着脱できるように和み込んで構成
した型枠板ブロックであり、かつ、該ブロックの一種又
は数種を組み合わせて積み重ね、内部の縦、横方向に鉄
筋を挿通し、コンクリートで固めて成る構築法である。The present invention is a form board block constructed by combining two or several rectangular frame boards into one set so that they can be attached and detached using one or more connecting rods, and one type or number of the blocks. This is a construction method in which seeds are combined and stacked, reinforcing bars are inserted vertically and horizontally inside the building, and the building is solidified with concrete.
型枠板ブロックは方形枠板及び連結杆がそれぞれ単独の
ものであるから分解ができ、取扱いや運搬にも便であり
、また現場で施工するには枠板を並列して連結杆を差し
渡し状に嵌め込み、コンクリート硬化後はそのままコン
クリートと一体となり、構築体の部分を構成する。而し
て本発明を構成する型枠板ブロックの枠板を構成する材
料は、コンクリート、石、人造石、タイル、スレート、
スプリット、瓦、セラミックなどの硬質材料で造られた
厚さ数倍の比較的薄い方形板材で軽量のものであり、周
縁向に鉄筋を通すための挿溝な設けたものもある。連結
杆は硬質で強靭な金属、合成樹脂、鉄筋コンクリートな
どの円形や角状の管又は棒であり、磨製に応じ縦筋や横
筋を通す凹溝を設ける。Since the formwork board block has a rectangular frame board and connecting rods each individually, it can be disassembled and is easy to handle and transport.In addition, for construction on site, the frame boards are placed side by side and the connecting rods are crossed in a shape. After the concrete hardens, it becomes integrated with the concrete and forms part of the structure. The materials constituting the frame plate of the form plate block constituting the present invention include concrete, stone, artificial stone, tile, slate,
It is a relatively thin rectangular plate several times the thickness made of hard materials such as split tiles, tiles, and ceramics, and is lightweight, and some have slots for passing reinforcing bars along the periphery. The connecting rod is a round or square tube or rod made of hard and strong metal, synthetic resin, reinforced concrete, etc., and is provided with grooves for passing vertical or horizontal reinforcement depending on the polished product.
次に本発明の実施例を示す。図中、同一符号は同じ構成
部を表示する。Next, examples of the present invention will be shown. In the drawings, the same reference numerals indicate the same components.
第1図乃至第8図は型枠の例である。第1図の枠板11
.12は方形の同じ板で、周縁面1f、 12’に鉄筋
嵌挿の挿溝13’、 13’がある。これを第8図の如
く上下及び両側面に設けて空目地積みとし、モルタ板
れに連結杆14をしっかりと嵌め込み、接着剤で接着し
゛〔一連の型枠1を構成する。1 to 8 are examples of formwork. Frame plate 11 in Fig. 1
.. Reference numeral 12 is the same rectangular plate, and peripheral surfaces 1f and 12' have slots 13' and 13' for inserting reinforcing bars. As shown in FIG. 8, these are placed on the top and bottom and both sides to form a blank stack, and the connecting rods 14 are firmly fitted into the mortar plates and bonded with adhesive to form a series of formworks 1.
第2図は前記第1図と同じ型枠の枠板11.12の内側
の1面又は2面に、断熱、防湿、防音などの板材16の
溝部17を、連結杆14を跨いで取り付は接着剤で定着
する。FIG. 2 shows that grooves 17 of a board 16 for heat insulation, moisture proofing, soundproofing, etc. are attached to one or two inside surfaces of frame plates 11 and 12 of the same formwork as in FIG. 1, spanning the connecting rods 14. is fixed with adhesive.
第3図は中央部に突起低部19を固定した枠板18と、
内、外側面に桝目状の溝部21を設げた枠板加とを連結
杆14で一連に取り付けた型枠3である。FIG. 3 shows a frame plate 18 with a protrusion lower part 19 fixed to the center part,
This is a formwork 3 in which frame plates and frame plates with square grooves 21 provided on the inner and outer surfaces are attached in series with connecting rods 14.
前記桝目状の溝部2Iはタイル板の空目地を示す。The square-shaped groove portions 2I indicate open joints in the tile board.
また、内側に設けたものは、注入したコンクリートとの
付着面を増加し接着を強化する。In addition, those installed on the inside increase the adhesion surface to the poured concrete and strengthen adhesion.
第4図は第1図に見られる枠板11と12とを、断面方
形の連結杆ηでH形に連結する。この連結杆ηの」二級
と側線にはい(っかの横溝器と縦溝Iが凹設してあり、
施工のとき溝内に鉄筋を挿通する。In FIG. 4, the frame plates 11 and 12 shown in FIG. 1 are connected in an H shape by a connecting rod η having a square cross section. The horizontal groove and vertical groove I are recessed in the second class and side line of this connecting rod η,
During construction, reinforcing bars are inserted into the groove.
枠板に連結杆を嵌め込む嵌入5,26を穿つか、或いは
第3図の如(突起低部な設けて嵌合固定し、型枠4を構
成する。The formwork 4 is constructed by drilling insets 5 and 26 into which the connecting rods are fitted into the frame plate, or by providing the protrusions at the bottom as shown in FIG. 3 and fitting and fixing them.
第5図は内側面に縦溝側又は横溝のある枠板27の中央
部に突起低部19を取り利け、外側面に糊口状の溝部2
1のある枠板加とを連結杆14で連結して型枠5を構成
する。縦溝側はコンクリートの接着面を広くするための
ものである。FIG. 5 shows a frame board 27 with vertical or horizontal grooves on its inner surface, which has a protruding lower part 19 at its center, and a glue-like groove 2 on its outer surface.
A formwork 5 is constructed by connecting a certain frame board 1 with a connecting rod 14. The vertical groove side is intended to widen the concrete bonding surface.
第6図は第3図に見られる型枠とほぼ同じものlである
が、枠板加の外側面の溝部四の溝の模様状凹凸は煉瓦板
の空目地を示す。また、連結杆14に第2図に見られる
断熱、防湿、防音などの板材16の溝部17を跨がらせ
、枠板18に接着固定した型板6である。Figure 6 shows a formwork that is almost the same as the formwork shown in Figure 3, but the uneven pattern of the grooves in the grooves 4 on the outer surface of the frame plate indicates the open joints of the brick plates. Further, the connecting rod 14 is made to straddle the groove part 17 of a plate material 16 for heat insulation, moisture proofing, sound proofing, etc. seen in FIG. 2, and is a template 6 fixed to a frame board 18 by adhesive.
第7図は枠板よ〕と31は同じ構造のもので、板側上部
に適宜間隔おきにコ状の溝金物32を固定し、該金物面
を対面せしめ、定間隔に平行し前記溝金物32を金属線
33で千鳥状に連続した型枠7である。Fig. 7 shows a frame plate] and 31 have the same structure, and U-shaped grooved metal fittings 32 are fixed at appropriate intervals on the upper part of the plate side, and the metal surfaces are made to face each other, and the grooved metal fittings 32 are parallel to each other at regular intervals. 32 is a formwork 7 which is continuous with metal wires 33 in a staggered manner.
この型枠7の前記溝金物32は内側上部に直線状に並ぶ
ので、これに横筋馴を挿通してコンクリートで固める。The groove metal fittings 32 of this formwork 7 are lined up in a straight line at the upper part of the inside, so horizontal reinforcements are inserted through them and solidified with concrete.
第8図は並列対面する枠板36は同じ構造のものである
。枠板36の左右両側に周縁に沿って一側部が膨出した
7ランジ37.38が一体に形成され、該7ランジの外
側線中央に凹溝39,40を設け、フランジ部を突き合
わせたとき凹溝が形成する溝穴に縦筋35を挿通し、両
枠板の間にコンクリートを注入して固める型枠8である
。In FIG. 8, the frame plates 36 that face each other in parallel have the same structure. Seven flange 37, 38 with one side bulging out along the periphery are integrally formed on both left and right sides of the frame plate 36, grooves 39 and 40 are provided in the center of the outer line of the seven flange, and the flange portions are butted against each other. The formwork 8 is made by inserting vertical reinforcements 35 into the slots formed by the grooves, and pouring concrete between both frame plates to harden it.
さて、ここにおいて本発明の構築物を構成する構築手段
を次に示す。Now, the construction means constituting the construct of the present invention will be described below.
第9図は締付台で、前記第1図乃至第8図に見られる型
枠は、この締付台で堅固に締め付けて、運搬や取扱い中
にその間隔や幅などが緩まないようにし、かつ、施工を
容易ならしめる。すなわち、座板間の面に定間隔の枠板
挿入溝53,54を凹設した間隙板51.52の2枚を
、前記挿入溝が相対するように、かつ枠板の長さに合致
するような間隔をもって固定する。座板間の中央部の前
記間隙板51゜52の間には、該間隙板に対して直角状
に2個の支1持突起55を固定し、該突起55の上面に
は型枠の連結杆を支持する支持溝Iがある。第9図の破
線に見られるように前記挿入溝53.54には、第1図
乃至第8図に示す型枠の枠板11.12を緩挿し、連結
杆14を前記支持突起55の支持溝にのせて、第10図
1にも見られるように筋を挿入する縦溝間を設けたコ状
の緊締具57で締め付けてお(。Fig. 9 shows a tightening table, and the formwork shown in Figs. Moreover, it makes construction easier. That is, the two gap plates 51 and 52, each having frame plate insertion grooves 53 and 54 formed at regular intervals on the surface between the seat plates, are arranged so that the insertion grooves face each other and match the length of the frame plate. Fix at the same intervals. Two supporting protrusions 55 are fixed at right angles to the gap plates 51 and 52 between the gap plates 51 and 52 in the center between the seat plates. There is a support groove I that supports the rod. 9, the frame plates 11.12 of the formwork shown in FIGS. 1 to 8 are loosely inserted into the insertion grooves 53.54, and the connecting rods 14 are supported by the support protrusions 55. Place it on the groove and tighten it with a U-shaped tightening tool 57 with a longitudinal groove between which the stripes are inserted, as shown in FIG. 10.
第11図は前記第10図の如く枠板11.12を緊締具
57で緊締した型枠を地面の基礎合印の面に平行状に整
列l−て並べ、内方に平行状の横筋あを挿し通し、ベー
スコンクリートで固定した縦筋謳を前記緊締具の縦#詔
に挿通する。かくして構成した型枠内にコンクリートを
流し込んで固める。硬化後に緊締具57を取り外してか
ら側板11,12の縁上に前記第10図に見られる緊締
具付きの型枠をのせて横筋を挿し通し、前記の如くコン
クリートを流し込んで固定させ、順次上記の如く積み重
ねて壁を構成する。Figure 11 shows that the formwork with the frame plates 11 and 12 tightened with the tightening tools 57 as shown in Figure 10 is lined up parallel to the foundation mark on the ground, and there are horizontal stripes inward. and then insert the vertical reinforcing bars fixed with the base concrete into the vertical bars of the tightening tool. Concrete is poured into the formwork thus constructed and allowed to harden. After hardening, the fasteners 57 are removed, and the formwork with the fasteners shown in FIG. Stack them like this to form a wall.
第12図は前記第2図の型枠を平列した壁の一部を示す
ものであって、前記第11図に記述した構成と同じ方法
である。枠板11.12の周縁面の挿溝13゜13′に
は横筋34が挿通し、横筋はまた内部にも挿し通しであ
る。枠板11の内面には断熱、防湿、防音性などの軽量
板材16が取り付けである。そして、両枠板の相互の周
縁には前記第7図に示した金属線33が千鳥状に固定し
てあり、内部に縦筋35を固定する。FIG. 12 shows a part of a wall in which the forms shown in FIG. 2 are arranged in parallel, and is constructed in the same manner as described in FIG. 11. The horizontal stripes 34 are inserted into the slots 13 and 13' on the peripheral surfaces of the frame plates 11 and 12, and the transverse strips are also inserted into the interior. A lightweight board material 16 having heat insulation, moisture proofing, and sound proofing properties is attached to the inner surface of the frame board 11. The metal wires 33 shown in FIG. 7 are fixed in a staggered manner to the mutual peripheries of both frame plates, and vertical stripes 35 are fixed inside.
第13図は枠板62と過大64のある枠板63とを角状
連結杆65で連結し、該連結杆には横溝66と縦溝67
が凹設してあり、該横溝には横筋34を、縦構67には
縦筋35をそれぞれ通し、かつlR溝には区画板68と
間隔突起70をもつ間隔板69を枠板と平行状に嵌挿し
て、間隙部71と72とを構成した型枠61である。FIG. 13 shows a frame plate 62 and a frame plate 63 with an oversized frame 64 connected by a square connecting rod 65, and the connecting rod has horizontal grooves 66 and vertical grooves 67.
The horizontal stripes 34 are passed through the horizontal grooves, the vertical strips 35 are passed through the vertical struts 67, and the partition plates 68 and spacing plates 69 having spacing protrusions 70 are inserted into the 1R grooves in parallel with the frame plate. This is a formwork 61 that is fitted into the frame 61 to form gaps 71 and 72.
これらの間隙部71と72には、必要に応じ軽tiiの
保温、防火、防濡、防音などの材料を詰め込むことがで
きる。また、砂や乾燥上を詰めることもある。These gaps 71 and 72 can be filled with light heat-insulating, fire-proofing, moisture-proofing, soundproofing, etc. materials as necessary. It may also be filled with sand or dry top.
本発明は蒸上の如〈実施することができるものであって
、型枠は分解、組立てが容易であり、かつ軽量・である
から運搬や取扱いに頗る便であり、また、この構築物は
通常の鉄筋コンクリートによるものより施工が簡単で、
工期の短縮ができるばかりでなく、工事費を加〜30%
安価にでき、冷暖房費も低減できるので経済的である。The present invention can be carried out in the same manner as steaming, and the formwork is easy to disassemble and assemble, and is lightweight, making it convenient to transport and handle. It is easier to construct than reinforced concrete,
Not only can the construction period be shortened, but the construction cost can be increased by ~30%.
It is economical because it can be done at low cost and reduces heating and cooling costs.
また、耐震的であり、防音、防火物であるから危険が少
なく建築寿命が長い利益があり、屋内において乾湿度の
影響が少ないので保健、衛生管理上の効果多大である。In addition, since it is earthquake resistant, soundproof, and fireproof, it has the advantage of being less dangerous and has a long construction life, and because it is less affected by dryness and humidity indoors, it has great effects on health and hygiene management.
第1図乃至第8図は型枠の斜視図、第9図は締伺台の斜
視図、第10図は緊締具で締めた状態の型枠の斜視図、
第11図は緊締具で締めた型枠を平列した状態の斜視図
、第12図は同じ< H,+74の筋を挿し通した状態
の部分斜視図、第13図は両側枠板内に区画板を挿嵌し
て間隙部を構成した型枠の斜視図である。
図中符号
1〜8 型 枠 乙、 横
#Ir:11.12 枠 板 24,2
8 縦 溝13、 13’ 挿
溝 4′ 30 枠 板31.36
14 連結杆32 溝金物
15、 15’ 穴 お
金 属 線16 断熱、防湿などの板材
馴 横 筋17、21.29 溝
部 35 縦 筋18.20
枠 板 37. 38 7 ラ ン
ジ19 突起低部 39e 40 縦 溝n
断面方形の連結杆 関 座
板51.52 間隙板64 通 穴
53、5/ 挿入溝65 連結杆
55 支持突起 66、横 溝間 支持溝 6
7 縦 溝
57 緊締具備 区画板
58 献 溝 69
間 隔 板61 型 枠 70 間
隔突起62+ 63 枠 板 71.7
2 間 隙 部ω 基礎台
特許出願人 小 菅 百 寿外1名
手続補正書(方式)
昭和57年otJ12g目
特許庁 長官 島 1)春 檎殿ぐ”J:’i−パ。
1、事件の表示
昭和5年 特許 願第129146号2、発 明
の名称 型枠板ブロック及びその構築法3、補正をす
る者
中性との関係 出願人
住 所
氏 名 小 菅 百 寿 (ほか1
名)4、代 理 人
イ1 所 〒101東京都千代田区神田須田町
1丁目5番地(、fIIfl、P)上7/J膚うFIGS. 1 to 8 are perspective views of the formwork, FIG. 9 is a perspective view of the tightening block, and FIG. 10 is a perspective view of the formwork tightened with a tightening tool.
Fig. 11 is a perspective view of the formwork tightened with tightening tools and placed in parallel, Fig. 12 is a partial perspective view of the same <H, +74 strips inserted through them, and Fig. 13 is a perspective view of the formwork tightened with tightening tools. It is a perspective view of the formwork which formed the gap part by inserting the partition plate. Codes 1 to 8 in the figure Formwork Otsu, horizontal
#Ir:11.12 Frame board 24,2
8 Vertical groove 13, 13' insertion
Groove 4' 30 Frame Plate 31.36 14 Connecting rod 32 Groove hardware 15, 15' Hole
Metal wire 16 Board material for insulation, moisture proofing, etc.
Familiar horizontal line 17, 21.29 groove
Part 35 Vertical bar 18.20
Frame board 37. 38 7 run
19 Projection lower part 39e 40 Vertical groove n
Connecting rod with square cross section Seki seat
Plate 51.52 Gap plate 64 Through hole 53, 5/ Insertion groove 65 Connecting rod 55 Support protrusion 66, between horizontal grooves Support groove 6
7 Vertical groove 57 Tightening device partition plate 58 Partition groove 69
Spacing plate 61 Form frame 70 Spacing protrusion 62+ 63 Frame plate 71.7
2 Gap part ω Foundation platform patent applicant Hyakuju Kosuga 1 person procedural amendment (method) 1981 otJ 12g Patent Office Commissioner Shima 1) Spring "J:'i-pa." 1. Of the case Indication 1930 Patent Application No. 129146 2, Invention
Name Formwork board block and its construction method 3, Relationship with the person making the amendment Applicant Address Name Momoju Kosuga (and others 1)
Name) 4, Representative Person 1 Address: 1-5 Kandasuda-cho, Chiyoda-ku, Tokyo 101 (, fIIfl, P) 7/J
Claims (1)
、スプリット、瓦、セラミックなどの硬質材で作られた
2枚の方形枠板の中央部を連結杆で連結した撤枠板ブロ
ック。 2、方形枠板の内面に断熱板、防湿板、防音板などの板
拐を貼着した特許i)1求の範囲第1項記載の型枠板ブ
ロック。 8、角形連結杆の」二面及び側面に、横溝と縦溝を凹設
したiFν許請求の範囲第1項記載の型枠板ブロック。 4、方形枠板の内面及び外面に溝を凹設した特許請求の
範囲第1項記載の型枠板ブロック。 5、連結杆の代りに金属線で連結した特許請求の範囲第
1:!Jl記竣の型枠板ブロック。 6、 コンクリート、石、人造石、タイル、スレート、
瓦、スプリット、セラミックなどの硬質劇で作られた2
枚の方形枠板の中央部を連結杆で連結した型枠板ブロッ
クを、緊締具で緊締したまま基礎台にベースコンクリー
ト打ちした縦筋を挾んで平列し、横筋を挿通してからコ
ンクリートを流し込み、前記型枠板ブロックと共に固め
て前記緊締具を取り外し、固めた平列枠板の上部に前記
型枠板ブロックを積み重ねて前記同様にコンクリートを
流し込み、順次に繰り返して固めることを特徴とする型
枠板ブロックの構築法。[Claims] 1. A system in which the central parts of two rectangular frame boards made of hard materials such as concrete, stone, artificial stone, tiles, slate, splits, roof tiles, and ceramics are connected by a connecting rod. Removal board block. 2. The form board block described in item 1 of the scope of patent i) 1, in which a board plate such as a heat insulating board, a moisture proof board, a sound insulating board, etc. is attached to the inner surface of the rectangular frame board. 8. The form plate block according to claim 1, wherein horizontal grooves and vertical grooves are recessed on both sides and side surfaces of the square connecting rod. 4. The form plate block according to claim 1, wherein grooves are formed on the inner and outer surfaces of the rectangular frame plate. 5. Claim 1: Connected by a metal wire instead of a connecting rod! Form board block completed in JL. 6. Concrete, stone, artificial stone, tile, slate,
2 made of hard materials such as tiles, splits, and ceramics.
The formwork board blocks, in which the centers of two rectangular frame boards are connected with connecting rods, are placed in parallel on the foundation with the vertical reinforcements cast in base concrete held in between while being tightened with a tightening tool, and the horizontal reinforcements are inserted, and then the concrete is poured. The concrete is poured and hardened together with the form board blocks, the fasteners are removed, the form board blocks are stacked on top of the solidified parallel frame boards, concrete is poured in the same manner as above, and concrete is repeatedly repeated in order to harden. How to construct formwork board blocks.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56129146A JPS5833665A (en) | 1981-08-18 | 1981-08-18 | Mold frame plate block and construction thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56129146A JPS5833665A (en) | 1981-08-18 | 1981-08-18 | Mold frame plate block and construction thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5833665A true JPS5833665A (en) | 1983-02-26 |
Family
ID=15002261
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP56129146A Pending JPS5833665A (en) | 1981-08-18 | 1981-08-18 | Mold frame plate block and construction thereof |
Country Status (1)
Country | Link |
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JP (1) | JPS5833665A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6043548A (en) * | 1983-08-21 | 1985-03-08 | 奥苑 雄二 | Method and member for constructing structure |
JPS60119846A (en) * | 1983-11-30 | 1985-06-27 | 橋本 光正 | Building block |
JPS62103947U (en) * | 1985-12-20 | 1987-07-02 | ||
JPS63255433A (en) * | 1987-04-14 | 1988-10-21 | 前田 由美子 | Mold frame for foundation |
JPH0227042A (en) * | 1988-07-15 | 1990-01-29 | Matsumoto Renga Kk | Construction for brick prestacking type concrete wall |
JPH02164980A (en) * | 1988-12-16 | 1990-06-25 | Continental Prod:Kk | Execution method for concrete structure |
JPH0283950U (en) * | 1988-12-16 | 1990-06-28 | ||
JPH0416629A (en) * | 1990-05-09 | 1992-01-21 | Hokkaido Nouzai Kogyo Kk | Marth form base structuring method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5035729A (en) * | 1973-08-02 | 1975-04-04 | ||
JPS5223815A (en) * | 1975-08-16 | 1977-02-23 | Fumio Iwamoto | Concrete block |
JPS5236803B2 (en) * | 1973-07-03 | 1977-09-19 |
-
1981
- 1981-08-18 JP JP56129146A patent/JPS5833665A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5236803B2 (en) * | 1973-07-03 | 1977-09-19 | ||
JPS5035729A (en) * | 1973-08-02 | 1975-04-04 | ||
JPS5223815A (en) * | 1975-08-16 | 1977-02-23 | Fumio Iwamoto | Concrete block |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6043548A (en) * | 1983-08-21 | 1985-03-08 | 奥苑 雄二 | Method and member for constructing structure |
JPS60119846A (en) * | 1983-11-30 | 1985-06-27 | 橋本 光正 | Building block |
JPS62103947U (en) * | 1985-12-20 | 1987-07-02 | ||
JPH0354273Y2 (en) * | 1985-12-20 | 1991-11-29 | ||
JPS63255433A (en) * | 1987-04-14 | 1988-10-21 | 前田 由美子 | Mold frame for foundation |
JPH0227042A (en) * | 1988-07-15 | 1990-01-29 | Matsumoto Renga Kk | Construction for brick prestacking type concrete wall |
JPH02164980A (en) * | 1988-12-16 | 1990-06-25 | Continental Prod:Kk | Execution method for concrete structure |
JPH0283950U (en) * | 1988-12-16 | 1990-06-28 | ||
JPH0416629A (en) * | 1990-05-09 | 1992-01-21 | Hokkaido Nouzai Kogyo Kk | Marth form base structuring method thereof |
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