JPH02261144A - Method for constructing wall or fence using composite construction material - Google Patents
Method for constructing wall or fence using composite construction materialInfo
- Publication number
- JPH02261144A JPH02261144A JP8261089A JP8261089A JPH02261144A JP H02261144 A JPH02261144 A JP H02261144A JP 8261089 A JP8261089 A JP 8261089A JP 8261089 A JP8261089 A JP 8261089A JP H02261144 A JPH02261144 A JP H02261144A
- Authority
- JP
- Japan
- Prior art keywords
- synthetic building
- hole
- building material
- wood
- walls
- 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
- 238000000034 method Methods 0.000 title claims description 9
- 239000002131 composite material Substances 0.000 title abstract description 7
- 239000004035 construction material Substances 0.000 title abstract 2
- 239000000463 material Substances 0.000 claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 239000004567 concrete Substances 0.000 claims abstract description 23
- 238000010276 construction Methods 0.000 claims abstract description 12
- 239000004566 building material Substances 0.000 claims description 46
- 239000002023 wood Substances 0.000 claims description 23
- 241000219122 Cucurbita Species 0.000 claims description 10
- 235000009852 Cucurbita pepo Nutrition 0.000 claims description 10
- 229920002522 Wood fibre Polymers 0.000 claims description 10
- 239000002025 wood fiber Substances 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 6
- 239000011094 fiberboard Substances 0.000 claims description 5
- 210000002268 wool Anatomy 0.000 claims description 3
- 238000010030 laminating Methods 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 239000011381 foam concrete Substances 0.000 claims 1
- 239000004593 Epoxy Substances 0.000 abstract description 4
- 235000013336 milk Nutrition 0.000 abstract description 4
- 239000008267 milk Substances 0.000 abstract description 4
- 210000004080 milk Anatomy 0.000 abstract description 4
- 229910052573 porcelain Inorganic materials 0.000 abstract description 2
- 239000011093 chipboard Substances 0.000 description 5
- 238000009415 formwork Methods 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000009833 condensation Methods 0.000 description 2
- 230000005494 condensation Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000005018 casein Substances 0.000 description 1
- BECPQYXYKAMYBN-UHFFFAOYSA-N casein, tech. Chemical compound NCCCCC(C(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(CC(C)C)N=C(O)C(CCC(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(C(C)O)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(COP(O)(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(N)CC1=CC=CC=C1 BECPQYXYKAMYBN-UHFFFAOYSA-N 0.000 description 1
- 235000021240 caseins Nutrition 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000000748 compression moulding Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004079 fireproofing Methods 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
この発明は、表面を硬質外装で仕上げた合成建材を用い
て壁や塀等を構築するための施工方法に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a construction method for constructing walls, fences, etc. using synthetic building materials whose surfaces are finished with a hard exterior.
〈従来の技術〉
例えば、コンクリート壁面や塀をタイルに仕上げる場合
、従来は壁面に直接タイルを接着して施工している。<Conventional Technology> For example, when finishing a concrete wall or fence with tiles, conventionally the tiles are directly adhered to the wall surface.
また、これらの壁面や塀のタイル下地面は予め基礎コン
クリートを打設した上にブロックやコンクリート板を積
み上げて行く方法や現場にて組み立てられた型枠内にコ
ンクリートを打設して構築物をつくり、それが完成され
た状態でタイルや石等を張りつける方法であるか、また
はコンクリートミルク等は一枚一枚を鉄骨に金具（ファ
スナー）で取付けてゆく方法であった。In addition, the base surface of the tiles for these walls and fences can be constructed by placing foundation concrete in advance and stacking blocks or concrete plates, or by pouring concrete into formwork assembled on site. The method used was to attach tiles, stones, etc. to the finished product, or to attach concrete blocks one by one to the steel frame using metal fittings (fasteners).
〈発明が解決しようとする課題〉
ところで、タイル塀などをつくる場合、従来の技術によ
る方法は、基礎コンクリートを打ち、これが完成された
のちにブロックの中間にＲＣ鉄筋をたてたり、横につな
いだりしてブロック塀を作り、そのブロック塀にタイル
を一枚、−枚張りつける方法であったが、この発明によ
る方法は、先ず全体の基礎コンクリートは打設しないで
、複数の柱のみを基礎コンクリートで建立し、これに合
成建材をＰＣ鋼棒で吊り下げて、この合成建材を固定さ
せ、かつこのＰＣ鋼棒のプロストレス導入によって合成
建材の強度を上げることや施工の簡略化及び木繊板、木
片板の積層板又は繊維板、木毛セメント板の部材使用に
よって結露によるタイルのはがれ事故防止、壁に使用さ
れた場合の断熱性や防音性の長所を生かした施工等長（
の目的を持つもので、この施工方法が開発されたもので
ある。<Problem to be solved by the invention> By the way, when building a tile wall, etc., the conventional method is to pour foundation concrete, and after this is completed, RC reinforcing bars are placed in the middle of the blocks or connected horizontally. The conventional method was to make a block wall using a brick wall, and then attach one tile to the block wall.However, in the method of this invention, the entire foundation concrete is not poured first, but only a plurality of columns are placed in the foundation concrete. By suspending the synthetic building material with a PC steel rod and fixing the synthetic building material, and by introducing pro-stress on the PC steel rod, the strength of the synthetic building material can be increased, the construction can be simplified, and wood fiber board can be used. , by using wood chip board laminates, fiberboards, and wood wool cement boards to prevent tiles from peeling off due to condensation, and when used on walls, construction lengths that take advantage of their insulation and soundproofing properties (
This construction method was developed for this purpose.
〈課題を解決するための手段〉
上記のような課題を解決するため、この発明は下地材の
表面に硬質外装材を取付けて形成した合成建材の下地材
に幅方向全長にわたって貫通する複数の穴（ひようたん
穴）を設け、ＰＣ鋼棒を、架設した柱間に設けた合成建
材の穴（ひようたん穴）に上記プレストレス鋼棒を挿入
して配置し、このＰＣ鋼棒を緊張させたあと、この穴（
ひようたん穴）にエポキシ材やコンクリートミルクを注
入して合成建材にプレストレスを導入するようにしたも
のであり、これによって合成建材を保持固定する。<Means for Solving the Problems> In order to solve the above-mentioned problems, the present invention provides a synthetic building material base material formed by attaching a hard exterior material to the surface of the base material, which has a plurality of holes penetrating the entire length in the width direction. The prestressed steel rod is inserted into the synthetic building material hole (hyotan hole) between the erected pillars, and the prestressed steel rod is placed under tension. After that, open this hole (
This method introduces prestress into synthetic building materials by injecting epoxy material or concrete milk into the holes in the concrete, thereby holding and fixing the synthetic building materials.
〈作用〉
柱間に配置した合成建材の穴（ひようたん穴）に柱間に
架設したＰＣ鋼棒を通し、穴（ひよったん穴）の小径部
を上記鋼棒に嵌入んで位置決めした状態で鋼棒を緊張さ
せ、穴（ひようたん穴）にエポキシ又はコンクリートミ
ルクを注入してプレストレスを導入し、合成建材の基礎
を構築することなく、このＰＣ鋼棒によって合成建材を
柱に吊り下げる方法で壁や塀を構築する。<Operation> A PC steel rod installed between the pillars is passed through the hole (Hiyotan hole) in the synthetic building material placed between the columns, and the small diameter part of the hole (Hiyotan hole) is inserted into the steel rod and positioned. The steel rods are tensed, and epoxy or concrete milk is injected into the holes (holes) to introduce prestress, and the synthetic building materials can be suspended from the columns using the PC steel rods without constructing a foundation for the synthetic building materials. Build walls and fences by lowering them.
また、合成建材をプレストレスの導入前に下地材の裏面
をコンクリート壁に接着させておくか、プレストレスの
導入後に対向して配置した型枠との間にコンクリートを
打設し、現場打ちによって硬質外装材で化粧仕上げした
壁面を構築してもよい。In addition, synthetic building materials can be used by bonding the back side of the base material to the concrete wall before prestressing, or by pouring concrete between the facing formwork and pouring it in place after prestressing. Walls may be constructed with a decorative hard exterior material.
〈実施例〉
以下、この発明の実施例を添付図面に基づいて説明する
。<Example> Hereinafter, an example of the present invention will be described based on the accompanying drawings.
図示のように、合成建材１は、下地材２の表面に磁器性
タイルや石タイルを用いた硬質外装材３を所望の配列で
接着して形成され、下地材２の上下複数個所に幅方向に
沿って両側に貫通する穴、好ましくはひようたん穴４が
設けられている。As shown in the figure, the synthetic building material 1 is formed by adhering hard exterior materials 3 made of porcelain tiles or stone tiles to the surface of a base material 2 in a desired arrangement, and has multiple locations on the top and bottom of the base material 2 in the width direction. There are holes, preferably gourd holes 4, passing through on both sides along the .
上記下地材２は、木繊板５と木片板６を接着又は一体成
形して積層することによって形成され、硬質外装材３が
木片板６の表面に貼付けられ、この木片板６にひょうた
ん穴４が設けられている。The base material 2 is formed by bonding or integrally molding and laminating a wood fiber board 5 and a wood chip board 6. A hard exterior material 3 is attached to the surface of the wood chip board 6, and a gourd hole 4 is formed in the wood chip board 6. is provided.
前記木繊板５は、木材を砕いて繊維化し、これに合成樹
脂、カゼイン等の接着剤を加えて熱圧し、板状にした繊
維板または、丸太を細く薄い紐状にしだ木毛とセメント
及び防水剤、防火剤等を混合し、圧縮して板状にしだ木
毛セメント板であり、これら木繊板５は両面が粗面にな
っているので、木片板６及びコンクリートの接着強度が
優れている。The wood fiber board 5 is a fiberboard made by crushing wood into fibers, adding an adhesive such as synthetic resin or casein to the fibers, and heat-pressing the wood to form a board, or a fiberboard made by cutting a log into a thin string shape with wood wool and cement. Wood fiber cement boards are made by mixing a waterproofing agent, a fire retardant, etc., and compressing them into a board shape.These wood fiber boards 5 have rough surfaces on both sides, so the adhesive strength between the wood board 6 and the concrete is increased. Are better.
木片板６は、木材片に有機質の接着剤を用いて熱圧成形
した繊維板または、木材削片に薬品を加えて化学処理し
、セメントを加えて圧縮成形した木片セメント板であり
、この木片板６は両面が平滑であり表面に対する硬質外
装材３の貼付けが容易に行なえる。The wood chip board 6 is a fiberboard made by heat-pressing molding of wood chips using an organic adhesive, or a wood chip cement board made by adding chemicals to wood chips, chemically treating them, adding cement, and compression molding them. Both sides of the plate 6 are smooth, and the hard exterior material 3 can be easily attached to the surface.
上記木片板６に設けた複数のひようたん穴４は、木片板
６の幅方向両側に貫通し、下位の大径部４ａと上位の小
径部４ｂから成る断面形状になっている。The plurality of gourd holes 4 provided in the wood piece board 6 penetrate through both sides of the wood piece board 6 in the width direction, and have a cross-sectional shape consisting of a lower large diameter part 4a and an upper small diameter part 4b.
上記合成建材１において、木繊板５の一方側縁に突条７
と他方側縁に凹溝８を設け、横方向に並べたとき突条７
と凹溝８を嵌合させるようになっている。In the synthetic building material 1 described above, a protrusion 7 is provided on one side edge of the wood fiber board 5.
A concave groove 8 is provided on the other side edge, and when arranged horizontally, the protrusion 7
The groove 8 is fitted into the groove 8.
ちなみに、合成建材は、全体の幅２．５ｍ、高さ１．５
ｍ、木繊板５の厚み６０ｍｍ、木片板６の厚みが３（１
ｍｍに形成されている。By the way, the overall width of the synthetic building material is 2.5m and the height is 1.5m.
m, the thickness of the wood board 5 is 60 mm, and the thickness of the wood board 6 is 3 (1
It is formed in mm.
次に、合成建材を用いた壁面の施工方法を説明する。Next, a method for constructing walls using synthetic building materials will be explained.
第４図のように、両側に立設した柱９．９間に一枚又は
複数枚の合成建材１を配置し、合成建材１の各ひょうた
ん穴４に挿入して柱９．９間に架設したＰＣ鋼棒１０で
合成建材１を吊り下げる。As shown in Figure 4, one or more synthetic building materials 1 are placed between the pillars 9.9 set up on both sides, inserted into each gourd hole 4 of the synthetic building material 1, and constructed between the pillars 9.9. The composite building material 1 is suspended using the PC steel rod 10.
次に上下に位置する各プレストレス鋼棒１０を油圧ジヤ
ツキにより緊張させ、各合成建材１を幅方向から加圧し
たプレストレスの導入状態で定着ナツト１１によって固
定する。Next, each of the prestressed steel bars 10 located above and below is tensioned by a hydraulic jack, and each synthetic building material 1 is fixed with a fixing nut 11 in a prestressed state in which pressure is applied from the width direction.
このとき、ひようたん穴４の大径部４ａによってプレス
トレス鋼棒１０の挿入作業が容易に行なえると共に、合
成建材１は自重によってひょうたん穴４の小径部４ｂが
上記鋼棒１０に嵌合し、合成建材１の上下位置が固定さ
れる。At this time, the prestressed steel rod 10 can be easily inserted by the large diameter portion 4a of the gourd hole 4, and the small diameter portion 4b of the gourd hole 4 of the synthetic building material 1 is fitted into the steel rod 10 due to its own weight. However, the vertical position of the synthetic building material 1 is fixed.
このように、柱９．９間に合成建材１を張設すれば、外
面が硬質外装材３で化粧仕上げされた壁や塀を構築する
ことができる。In this way, by extending the synthetic building material 1 between the pillars 9 and 9, it is possible to construct a wall or fence whose outer surface is decoratively finished with the hard exterior material 3.
第５図は合成建材１を柱間に上記のような張設方法によ
って、硬質外装材３が外側に位置するよう二列に並べて
張設し、両合成建材１間にコンクリートを打設すること
により、両面が硬質外装材３で化粧仕上げされたコンク
リート壁２を構築した例を示している。Figure 5 shows that the synthetic building materials 1 are stretched in two rows between the pillars using the method described above, with the hard exterior material 3 positioned on the outside, and concrete is poured between the two synthetic building materials 1. This shows an example of constructing a concrete wall 2 whose both sides are decoratively finished with hard exterior material 3.
この場合、合成建材１間に予めＰＣ鋼棒１３又は普通鋼
棒を張設し、これに鉄筋メツシュ１４を吊り下げておき
、コンクリート壁１２の強度を向上させるようにしても
よい。In this case, the strength of the concrete wall 12 may be improved by pre-stretching a PC steel rod 13 or an ordinary steel rod between the synthetic building materials 1 and suspending the reinforcing bar mesh 14 therefrom.
また、図示省略したが、柱９．９間に張設した合成建材
Ｉの裏側に型枠を対向させ、両者の間にコンクリートを
打設した後、型枠を取外し、コンクリートと合成建材１
の合成壁を構築してもよい。Although not shown, formwork is placed opposite the back side of the synthetic building material I stretched between columns 9 and 9, concrete is poured between the two, the formwork is removed, and the concrete and synthetic building material 1 are placed opposite each other.
Composite walls may be constructed.
上記合成建材１において、木片板６及び木繊板５は、共
に防耐火性、断熱性、防音性に優れ、壁面にこれらの性
能を付加することができると共に、木片板６は防寒性が
高く、硬質外装材３の裏側に結露が発生するのを防止し
、硬質外装材３の剥れ事故を防ぐことができる。In the synthetic building material 1, the wood chips 6 and the wood fiber boards 5 both have excellent fireproofing, heat insulation, and soundproofing properties, and can add these properties to the wall surface, and the wood chips 6 have high cold resistance. , it is possible to prevent dew condensation from forming on the back side of the hard exterior material 3, and prevent an accident of peeling of the hard exterior material 3.
く効果〉
以上のように、この発明によると表面に硬質外装材を取
付けた下地材に穴（ひょうたん穴）を設けて合成建材を
形成し、穴（ひょうたん穴）に挿入したプレストレス鋼
棒を緊張させて合成建材を吊り下げるようにしたので、
これら合成建材自体の基礎はいらなくなり、かつ、穴へ
のエポキシ又はコンクリートミルク注入によって合成建
材へのプレストレス導入が現場で簡単に行なえ、強度的
に優れた壁面が構築できる。As described above, according to the present invention, a hole (gourd hole) is formed in a base material with a hard exterior material attached to the surface to form a synthetic building material, and a prestressed steel rod inserted into the hole (gourd hole) is The synthetic building material was suspended under tension, so
There is no need for a foundation for these synthetic building materials themselves, and prestress can be easily introduced into the synthetic building materials on site by injecting epoxy or concrete milk into the holes, making it possible to construct walls with excellent strength.
また、合成建材は下地材に硬質外装材を取付けたので全
体が軽量で切断も容易であり、壁面の化粧仕上げが簡単
番こ能率よ（施工できると共に、プレストレスの導入が
取付は現場で行なえるので合成建材の製作が極めて容易
に行なえる。In addition, since the synthetic building material has a hard exterior material attached to the base material, the whole is lightweight and easy to cut, making decorative finishing of the wall easy and efficient. This makes it extremely easy to manufacture synthetic building materials.
更にひょうたん穴は大径部を利用してプレストレス鋼棒
の挿入作業が容易に行なえ、小径部をプレストレス鋼棒
に嵌合するこによって上下方向の位置決めと固定が簡単
に行なえる。Furthermore, the large diameter part of the gourd hole allows easy insertion of a prestressed steel rod, and the vertical positioning and fixing can be easily performed by fitting the small diameter part to the prestressed steel rod.
第１図はこの発明の施工方法に用いる合成建材の正面図
、第２図は同側面図、第３図は同平面図、第４図は施工
状態の一部切欠正面図、第５図は施工状態の他の例を示
す平面図である。
１・・・合成建材 ２・・・下地材３・・・硬
質外装材 ４・・・穴５・・・木繊板
６・・・木片板９・・・柱 １０・・
・プレストレス鋼棒出願人代理人 弁理士 和 １
） 昭、Ω −
Ｕ）
ｒ＼
ＣFig. 1 is a front view of the synthetic building material used in the construction method of the present invention, Fig. 2 is a side view of the same, Fig. 3 is a plan view of the same, Fig. 4 is a partially cutaway front view of the construction state, and Fig. 5 is It is a top view which shows another example of a construction state. 1... Synthetic building material 2... Base material 3... Hard exterior material 4... Hole 5... Wood fiber board
6... Wooden board 9... Pillar 10...
・Prestressed steel bar applicant representative Patent attorney Kazu 1
) Akira, Ω − U) r\C
Claims (5)
成建材の下地材に幅方向全長にわたって貫通する複数の
穴を設け、プレストレス鋼棒を、架設した柱間に設けた
合成建材の穴に上記プレストレス鋼棒を挿入して配置し
、このプレストレス鋼棒を緊張させて合成建材にプレス
トレスを導入することと、このＰＣ鋼棒によって合成建
材を固定保持させることを特徴とする壁や塀の施工方法
。(1) A synthetic building material is formed by attaching a hard exterior material to the surface of the material. Multiple holes penetrating the entire length in the width direction are provided in the material, and prestressed steel rods are installed between the erected pillars. The method is characterized by inserting and arranging the prestressed steel rod into the hole, tensioning the prestressed steel rod to introduce prestress into the synthetic building material, and fixing and holding the synthetic building material with the PC steel rod. Construction methods for walls and fences.
成され、木片板の表面に硬質外装材が取付けられている
と共に、この木片板に穴が設けられている請求項（１）
に記載の合成建材を用いた壁や塀等の施工方法。(2) A claim in which the base material of the synthetic building material is formed by laminating wood fiber boards and wood chips, and a hard exterior material is attached to the surface of the wood chips, and holes are provided in the wood chips ( 1)
Construction methods for walls, fences, etc. using synthetic building materials described in .
求項（２）に記載の合成建材を用いた壁や塀等の施工方
法。(3) The method for constructing walls, fences, etc. using the synthetic building material according to claim (2), wherein the wood fiber board is a fiber board or a wood wool cement board.
ート、発泡コンクリート等で形成さ れ、これらの表面に硬質外装材が取付けられていると共
に、この下地材に穴が設けられている請求項（１）に記
載の合成建材を用いた壁や塀等の施工方法。(4) Claim (1) in which the base material of the synthetic building material is made of concrete, lightweight concrete, foamed concrete, etc., and a hard exterior material is attached to the surface thereof, and holes are provided in this base material. Construction methods for walls, fences, etc. using synthetic building materials described in .
（４）の何れかに記載の合成建材を用いた壁や塀等の施
工方法。(5) Claims (1), (2), in which the hole is a gourd hole;
A method of constructing walls, fences, etc. using the synthetic building material described in any of (4) above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8261089A JPH02261144A (en) | 1989-03-31 | 1989-03-31 | Method for constructing wall or fence using composite construction material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8261089A JPH02261144A (en) | 1989-03-31 | 1989-03-31 | Method for constructing wall or fence using composite construction material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02261144A true JPH02261144A (en) | 1990-10-23 |
Family
ID=13779244
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8261089A Pending JPH02261144A (en) | 1989-03-31 | 1989-03-31 | Method for constructing wall or fence using composite construction material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02261144A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0667619U (en) * | 1993-03-02 | 1994-09-22 | オリエンタル建設株式会社 | Bearing wall assembly structure |
| JPH06280325A (en) * | 1993-03-26 | 1994-10-04 | Kajima Corp | Installation structure of earthquake resisting wall made of pc board |
-
1989
- 1989-03-31 JP JP8261089A patent/JPH02261144A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0667619U (en) * | 1993-03-02 | 1994-09-22 | オリエンタル建設株式会社 | Bearing wall assembly structure |
| JPH06280325A (en) * | 1993-03-26 | 1994-10-04 | Kajima Corp | Installation structure of earthquake resisting wall made of pc board |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100252612B1 (en) | Building component | |
| US7073306B1 (en) | Method of building | |
| RU2608827C2 (en) | Reinforced concrete structural element with slot for assembly and production method thereof | |
| US5058345A (en) | Reinforced structural panel and method of making same | |
| CA2524467C (en) | Insulative concrete building panel with carbon fiber and steel reinforcement | |
| EA037767B1 (en) | Structural panel and method for building a structure | |
| US20110167749A1 (en) | flexible interlocking mortarless wall unit and construction method | |
| RU2008149422A (en) | MODULAR CONSTRUCTION SYSTEM, UNIT FOR USE IN THE MODULAR CONSTRUCTION SYSTEM, SET OF PARTS FOR FORMING STRUCTURES, CONSTRUCTION FROM SEVERAL BLOCKS AND METHOD OF ASSEMBLING DESIGN | |
| DE1658991A1 (en) | Building construction and methods and means for their manufacture | |
| KR101868955B1 (en) | Energy and Weight Efficient Building Block, Manufacturing and Application Process Thereof | |
| KR20170117049A (en) | Interlocking structure Block strengthening means and modular construction system | |
| WO2011152741A1 (en) | Construction system for building industry, especially in the technology of fast assembling of skeleton type buildings | |
| US4953332A (en) | Masonry structure system | |
| KR200366493Y1 (en) | Insulated concrete structure using reinforced pressed cement and metal stud | |
| US6622444B2 (en) | Synthetic core construction panel and apparatus for making same | |
| US20140208688A1 (en) | Connector for reinforcement within a formwork | |
| JPH02261144A (en) | Method for constructing wall or fence using composite construction material | |
| CN114274306A (en) | Production process of prefabricated steel structure exterior wall cladding | |
| WO2000060189A1 (en) | Wall, ceiling or roof construction for buildings and method for producing same | |
| CN1095131A (en) | Exempt from the manufacture method of form removal dry type solid wall | |
| CN216641101U (en) | Assembly type steel shell composite disassembly-free multi-ribbed floor | |
| CN214246240U (en) | Disassembly-free foamed ceramic building template | |
| KR100774020B1 (en) | Open concrete wall | |
| JP2003056115A (en) | Panel member for building house | |
| WO2008089414A1 (en) | Building panel for walls, roofs and floors, buildings made therefrom and construction techniques using such panels |