JPH06146476A - Cubic member and method for constructing building using cubic member - Google Patents
Cubic member and method for constructing building using cubic memberInfo
- Publication number
- JPH06146476A JPH06146476A JP13213591A JP13213591A JPH06146476A JP H06146476 A JPH06146476 A JP H06146476A JP 13213591 A JP13213591 A JP 13213591A JP 13213591 A JP13213591 A JP 13213591A JP H06146476 A JPH06146476 A JP H06146476A
- Authority
- JP
- Japan
- Prior art keywords
- cubic
- cubic member
- concrete
- building
- ceramic
- 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
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、予め鉄筋を一体に取り
付けて略立方体状に構成した、建造物の補強部材である
キュービックメンバーに関するものであり、該キュービ
ックメンバーを介在させることによって建造物の建造が
容易になるとともに、建造物の強度を増大し得るもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cubic member, which is a reinforcing member for a building and is constructed in a substantially cubic shape by previously attaching reinforcing bars integrally therewith. By interposing the cubic member, the structure of the building is improved. The construction is easy and the strength of the construction can be increased.
【０００２】[0002]
【従来の技術及び発明が解決しようとする課題】従来、
木造建築においては、柱、梁等のジョイント部分には、
羽子板と称する金物や鎹（かすがい）等の部材が用いら
れていたが、コンクリート造の建造物の柱、梁等のジョ
イント部に使用するための上記同様の部材は提供されて
いなかった。しかし、鉄筋コンクリート造あるいは鉄骨
コンクリート造の建造物であっても、その柱、梁等のジ
ョイント部には木造建築物以上の圧力、引張力等がかか
るものであり、上記木造建築における羽子板や鎹と同様
に、予め製造した部材で上記柱、梁等のジョイント部に
介在させて、該建造物の強度を増すための部材が望まれ
る。2. Description of the Related Art Conventionally, the problems to be solved by the invention
In wooden construction, the joints such as columns and beams are
Although members such as metal fittings and hake called hakoita have been used, members similar to the above for use in joints such as columns and beams of concrete structures have not been provided. However, even in the case of a reinforced concrete structure or a steel frame concrete structure, the joints such as columns and beams are subject to more pressure, tensile force, etc. than the wooden structure, and the battledore and hail in the above-mentioned wooden structure. Similarly, it is desired to use a pre-manufactured member to intervene in the joint portion such as the pillar or beam to increase the strength of the building.
【０００３】よって、本発明が解決しようとする課題
は、鉄筋コンクリート造の建造物や鉄骨コンクリート造
建造物の構築についても、木造建築における羽子板や鎹
等の部材と同様に、予め製造した部材で建造物の柱、梁
等のジョイント部に介在させて建造物の強度を増すため
の部材が有効であるのに、そのような部材は提供されて
いなかったことである。Therefore, the problem to be solved by the present invention is to construct a reinforced concrete building or a steel-framed concrete building by using prefabricated members in the same manner as members such as battledore and hull in wooden construction. Although a member for increasing the strength of a building by interposing it in a joint portion such as a pillar or a beam of an object is effective, such a member has not been provided.
【０００４】[0004]
【課題を解決するための手段及び作用】本発明は、上記
の課題を解決するためになされたものであって、予め鉄
筋を一部貫設して一体に取り付けて、セラミック又は高
強度コンクリート等によって略立方体状に製造した、建
造物の柱・梁等のジョイント部に介在させて建造物を補
強するためのキュービックメンバー、及び上記キュービ
ックメンバーには予め補強繊維を混入して製造したも
の、及び上記キュービックメンバーを用いた建造物の建
造方法、さらに同キュービックメンバーを用いた建造物
に関するものであり、上記方法によって建造物の建造が
容易になり、かつ建造物の強度を増すものである。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, in which a reinforcing bar is partially pierced in advance and integrally attached to a ceramic or high strength concrete. A cubic member for reinforcing a building by interposing a joint portion such as a pillar or a beam of the building, which is manufactured in a substantially cubic shape, and the cubic member manufactured by mixing reinforcing fibers in advance, and The present invention relates to a method of constructing a structure using the above cubic member, and further to a structure using the same cubic member. The above method facilitates the construction of the structure and increases the strength of the structure.
【０００５】[0005]
【実施例】以下本発明を図面に示す実施例に基づいて詳
細に説明する。図１は実施例のキュービックメンバーの
斜視図であるが、本体の略立方体状のキュービックメン
バー１から四方へ多数の鉄筋２，２’が突出している。
該多数の鉄筋２，２’は、将来コンクリート壁等の鉄筋
部となるものである。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail based on the embodiments shown in the drawings. FIG. 1 is a perspective view of a cubic member according to an embodiment, in which a large number of rebars 2 and 2 ′ project from the substantially cubic cubic member 1 of the main body in all directions.
The large number of reinforcing bars 2 and 2'will be reinforcing bars such as concrete walls in the future.
【０００６】図２は型枠３と一体に構成したキュービッ
クメンバー１の側面図を示しており、該キュービックメ
ンバー１は、セラミック又は高強度コンクリート等素材
の立方形状体に鉄筋２，２’を一部貫設し、残部鉄筋が
四方へ突出した状態となっている。FIG. 2 shows a side view of a cubic member 1 formed integrally with a form 3, which is a cubic body made of a material such as ceramic or high-strength concrete with reinforcing bars 2, 2 '. Part of it is pierced, and the rest of the reinforcing bars are protruding in all directions.
【０００７】このキュービックメンバーは例えば次のよ
うにして、製造される。図３に示すごとく、型枠３をセ
ラミック、セメント、鋼鉄、合成樹脂、木等で構成し、
それに予め鉄筋２，２′を貫通させておく。次に上記型
枠３の中に、コンクリートモルタル４を流し込んで同型
枠３と一体に硬化・形成することができる。また、後記
に例示するようなセラミック原料の溶融物を注入し、耐
火性の型枠３と一体に形成することも好ましい。なお、
必要に応じ上記セラミック系材料等には予め炭素繊維、
合成繊維等の補強繊維を混入しておけば、引張強度の高
いものが得られる。ただし、後記のようにセラミックを
溶融させて固化する場合には、上記補強繊維は、上記溶
融温度で溶けたり損傷したりしない素材を用いる必要が
あることはいうまでもない。その後、上記熔融物を注入
してから冷却した型枠３を、取り出すと、型枠３と一体
になったキュービックメンバーが得られる。型枠３は取
り外してもよい。This cubic member is manufactured, for example, as follows. As shown in FIG. 3, the mold 3 is made of ceramic, cement, steel, synthetic resin, wood, etc.
The rebars 2 and 2'are made to penetrate therethrough in advance. Next, concrete mortar 4 can be poured into the mold 3 to be hardened and formed integrally with the mold 3. Further, it is also preferable to inject a melt of a ceramic raw material as exemplified later and form it integrally with the refractory mold 3. In addition,
If necessary, carbon fiber,
If reinforcing fibers such as synthetic fibers are mixed, high tensile strength can be obtained. However, when the ceramic is melted and solidified as described later, it is needless to say that the reinforcing fiber needs to use a material that does not melt or damage at the melting temperature. After that, when the molten mold is poured and then the cooled mold 3 is taken out, a cubic member integrated with the mold 3 is obtained. The formwork 3 may be removed.
【０００８】ここで、熔融鋳造セラミックス製キュービ
ックメンバーの製造法を更に詳しく説明すると、耐火性
の型枠３内に鉄筋２を貫通して支持した上で、セラミ
ックス原料（例えば、水砕スラグ粉末）を熔融し、その
熔融物を耐火性の型枠中に注入して冷却後、熔融鋳造物
セラミックスを脱型してキュービックメンバーとする方
法、あるい同耐火性の型枠に充填されたままの熔融鋳
造物セラミックスをキュービックメンバーとする方法が
挙げられる。これら方法においては、好ましくは型枠へ
注入する途中の熔融物に、補強用の耐火性の短繊維（例
えば、炭素繊維、アルミナ繊維等のセラミック繊維、高
融点金属繊維等）を加えることにより、均一に補強用短
繊維が加配された熔融鋳造セラミックス製キュービック
メンバーが得られる。さらに、他の方法として以下のご
とき方法が挙げられる。すなわち、予め鉄筋２を貫通し
て支持してある耐火性の型枠を加熱し、これに薄層状態
でセラミック粉末と短繊維を供給し、まずその一層を熔
融し、次いでその上に次の一層を供給して熔融し、そし
て更にその上に新たに一層を供給して熔融し、こうした
操作を繰り返した後、冷却すことによって、一定厚みの
短繊維混入熔融鋳造セラミックスよりなるキュービック
メンバーが得られる。この場合においても、前記方法の
ごとく、熔融鋳造セラミックスを耐火性の型枠から脱型
しても、あるいは耐火性の型枠と熔融鋳造セラミックス
の一体化物をそのままキュービックメンバーとなしても
よい。The method for manufacturing the fusion-cast ceramic cubic member will now be described in more detail. After supporting the reinforcing bar 2 in a refractory mold 3 while supporting it, a ceramic raw material (for example, granulated slag powder) is used. Melted, poured the melt into a refractory mold and cooled, then demolded the melt-cast ceramics into cubic members, or left the same refractory mold filled There is a method of using the molten cast ceramics as a cubic member. In these methods, preferably, a refractory short fiber for reinforcement (for example, carbon fiber, ceramic fiber such as alumina fiber, high melting point metal fiber, etc.) is added to the melt during injection into the mold, A cubic member made of melt-cast ceramics, in which reinforcing short fibers are uniformly added, can be obtained. Furthermore, the following methods can be mentioned as other methods. That is, a refractory formwork that has been supported by penetrating the reinforcing bar 2 in advance is heated, and ceramic powder and short fibers are supplied to this in a thin layer state, first of which one layer is melted, and then A single layer of molten cast ceramics with a certain thickness is obtained by supplying one layer and melting it, then supplying a new layer and melting it again, repeating such operations, and then cooling. To be Also in this case, as in the above method, the melt-cast ceramics may be demolded from the refractory mold, or an integrated product of the fire-resistant mold and the melt-cast ceramics may be used as it is as a cubic member.
【０００９】コンクリート製キュービックメンバーの製
法としては、上記のごく常法にしたがって、セメントと
骨材と水との混合物からなるコンクリートモルタルを、
予め鉄筋を貫通して支持してある型枠中へ注入して養生
硬化して一定形状のキュービックメンバーを得る方法が
挙げられるが、この場合においても、補強用の各種短繊
維を混入させることも好ましい。高強度コンクリート製
のキュービックメンバーは、図３（１）に図示のごとく
鉄筋２，２′を貫通させた合成樹脂、鋼鉄製等の分割可
能な型枠３に、高強度コンクリートモルタル４を打ち込
んで圧縮した後、養生・硬化させて製造される。この場
合、多数個のキュービックメンバーを一度に取得するに
は、図３（２）に図示するごとく、第１個目のコンクリ
ートモルタル４の上面に、布、紙、合成樹脂薄膜等の離
型剤５を積層した後、さらにその上に第２番目のコンク
リートモルタル４’を充填し、その後同様に積み重ねて
打設し、養生・硬化させる方法が提案される。As a method for producing a concrete cubic member, concrete mortar comprising a mixture of cement, aggregate and water is prepared according to the above-mentioned ordinary method.
There is a method of injecting into a mold that is supported through the reinforcing bar in advance and curing and curing to obtain a cubic member of a certain shape, but in this case also, it is possible to mix various short fibers for reinforcement. preferable. As shown in Fig. 3 (1), the cubic member made of high-strength concrete is obtained by driving the high-strength concrete mortar 4 into a separable mold 3 made of synthetic resin, steel, etc., which penetrates the reinforcing bars 2 and 2 '. It is manufactured by curing and curing after compression. In this case, in order to obtain a large number of cubic members at one time, as shown in FIG. 3 (2), a mold release agent such as cloth, paper or synthetic resin thin film is placed on the upper surface of the first concrete mortar 4. A method is proposed in which, after 5 is laminated, a second concrete mortar 4'is further filled on it, and then it is similarly piled and placed, and then cured and cured.
【００１０】ここで、キュービックメンバーを構成する
素材について説明する。すなわち、素材としては表１に
例示するような、高強度の熔融鋳造セラミックス（例
１：リシウムアルミノシリケート熔融鋳造セラミック
ス）、焼結体セラミックス（例２：シリコンカーバイド
焼結体機能性セラミックス）、高強度コンクリート等が
用いられる。なお、鉄筋の軟化点よりも低い熔融温度の
セラミック原料、例えば水砕スラグ、玄武岩等の岩石等
の破砕物を使用することも好ましい。Materials forming the cubic member will be described below. That is, as materials, high-strength melt cast ceramics (Example 1: lithium aluminosilicate melt cast ceramics), sintered ceramics (Example 2: silicon carbide sintered body functional ceramics), as exemplified in Table 1, High strength concrete or the like is used. It is also preferable to use a ceramic raw material having a melting temperature lower than the softening point of the reinforcing bar, for example, a crushed material such as granulated slag or rock such as basalt.
【表１】 例１は、リシウムアルミノシリケート熔融鋳造セラミッ
クスの代表値。例２は、シリコンカーバイド焼結体セラ
ミックスの代表値。[Table 1] Example 1 is a typical value of lithium aluminosilicate melt-cast ceramics. Example 2 is a typical value of silicon carbide sintered ceramics.
【００１１】以上のようにして製造したキュービックメ
ンバーは次のように使用する。すなわち、図４（１）に
上面概念図を示すように、鉄筋コンクリート造建造物の
梁６と梁６′とのジョイント部に介在させて使用するこ
ともある。同図に示したものは、梁６，６′を構成する
ための鉄筋のジョイント部に本発明のキュービックメン
バー１を、該キュービックメンバー１に取り付けられた
鉄筋２，２′によって結合させて介在させ、その後で上
記梁６、６′を構成するための堰板（図示なし）によっ
て該部分を囲んで型枠とし、該型枠内にコンクリートを
打ち込むことによって、本発明のキュービックメンバー
１は完全にコンクリート内に埋め込まれるように介在さ
せた例である。The cubic member manufactured as described above is used as follows. That is, as shown in the top conceptual view in FIG. 4 (1), it may be used by interposing it in the joint portion between the beam 6 and the beam 6'of a reinforced concrete building. In the structure shown in the same figure, the cubic member 1 of the present invention is joined to the joint portion of the reinforcing bars for constructing the beams 6, 6'by the reinforcing bars 2, 2'attached to the cubic member 1 so as to intervene. After that, the portion is surrounded by a weir plate (not shown) for forming the beams 6 and 6'to form a mold, and concrete is poured into the mold to complete the cubic member 1 of the present invention. It is an example of interposing so as to be embedded in concrete.
【００１２】これに対して図４（２）に示すように、キ
ュービックメンバー１は完全にコンクリートの梁６、
６′等に埋め込まれてしまうのでなく、キュービックメ
ンバー１のコーナーにおいて外部に露出する構造にして
埋め込むようにしてもよい。後者の例は、本発明のキュ
ービックメンバー１が堰板の内側に接するから、堰板の
設置箇所の目安にもなり、また型枠の一端を本発明のキ
ュービックメンバーによって保持させることもできるか
ら、建築作業が容易になるものである。On the other hand, as shown in FIG. 4 (2), the cubic member 1 is made of a completely concrete beam 6,
Instead of being embedded in 6 ', etc., the structure may be such that it is exposed to the outside at the corner of the cubic member 1 and embedded. In the latter example, since the cubic member 1 of the present invention is in contact with the inside of the weir plate, it serves as a guide for the installation location of the weir plate, and one end of the form can be held by the cubic member of the present invention. Construction work will be easier.
【００１３】さらに、図示は省略するが、鉄骨コンクリ
ート造の建造物にも本発明を実施することができるので
あって、キュービックメンバーにおける上記鉄筋を利用
して、又は予めキュービックメンバーの上記鉄筋の代わ
りに鋼鉄のチャンネル等を一体に埋め込んでおいて、上
記鉄筋又は鋼鉄製チャンネルに、建造物の梁部を構成す
る鉄骨を、溶接又はボルト等によって取り付けることに
より、鉄骨製建造物の梁と梁との間に本発明のキュービ
ックメンバーを介在させることができる。もちろん、本
発明は上記実施例だけに限定されるものではなく、柱と
梁とのジョイント部に本発明のキュービックメンバーを
介在させてもよく、その他柱と基礎とのジョイント部等
応力の集中する箇所に本発明のキュービックメンバーを
使用できる。Further, although not shown in the drawings, the present invention can be applied to a steel-concrete building, and the above-mentioned reinforcing bar of the cubic member can be utilized or the above-mentioned reinforcing bar of the cubic member can be used in advance. Steel channel etc. are integrally embedded in the steel rebar or steel channel, and the steel frame that constitutes the beam part of the building is attached to the reinforcing bar or steel channel by welding or bolts. The cubic member of the present invention can be interposed between these. Of course, the present invention is not limited to the above embodiment, the cubic member of the present invention may be interposed in the joint portion between the column and the beam, and other stress such as the joint portion between the column and the foundation is concentrated. The cubic member of the present invention can be used in place.
【００１４】[0014]
【発明の効果】一般に、建造物の柱と梁、又は梁と梁等
のジョイント部には多大の応力が掛かるものであるが、
本発明は上記のように、セラミック又は高強度コンクリ
ート等によって略立方体状に製造したキュービックメン
バーであるから、耐圧強度が高く、またこれに補強繊維
を加えたものは引張強度も高いので、これを建造物の
柱、梁等のジョイント部に介在させることによって、建
造物の上記ジョイント部に掛かる圧縮応力・引張応力・
捩力等に耐えることができるので、.建造物の各応力
が集中する上記ジョイント部の耐応力を増し、したがっ
てこれを用いた建造物の強度を増すものである。EFFECT OF THE INVENTION Generally, a large amount of stress is applied to a joint between a column and a beam of a building or a beam-to-beam joint.
As described above, since the present invention is a cubic member manufactured in a substantially cubic shape by using ceramic or high-strength concrete, etc., it has high compressive strength, and those having reinforcing fibers added thereto have high tensile strength. By interposing the joints such as columns and beams of the building, the compressive stress / tensile stress
Since it can withstand a twisting force and the like, it increases the stress resistance of the joint portion where each stress of the building is concentrated, and therefore the strength of the building using this.
【００１５】また、建造物の建造に当たって、予め本発
明のキュービックメンバーを上記ジョイント部に取り付
けてから、周囲の堰板等の設置をすることができるの
で、堰板等の設置箇所の目安にもなり、また堰板の一端
を本発明のキュービックメンバーによって保持させるこ
ともできるので、.建築作業を容易にするのにも役立
つ。したがって、.本発明のキュービックメンバーを
使用した建造物は、地震等に対する耐久力が高いものと
なる。Further, in constructing a building, since the cubic member of the present invention can be attached to the joint portion in advance and then the surrounding weir plate and the like can be installed, it can be used as a guide for the location of the weir plate and the like. In addition, one end of the dam plate can be held by the cubic member of the present invention, which is also useful for facilitating the construction work. Therefore, the structure using the cubic member of the present invention has high durability against earthquakes and the like.
【００１６】さらに、本発明は上記のように、建造物の
強度を増し、地震等による耐久力を増すものであるか
ら、.ひいては建造物の寿命を長く保つという効果も
挙げることができる。Further, as described above, the present invention increases the strength of a building and the durability against an earthquake, etc., and thus has the effect of maintaining a long life of the building.
【図１】本発明実施例のキュービックメンバーの斜視
図。FIG. 1 is a perspective view of a cubic member according to an embodiment of the present invention.
【図２】型枠と一体のキュービックメンバーの側面図。FIG. 2 is a side view of a cubic member integrated with a formwork.
【図３】キュービックメンバーを製造する過程を示す断
面図であって、（１）はキュービックメンバー１個分の
材料を入れた状態、（２）は同２個分の材料を入れた状
態を示す。FIG. 3 is a cross-sectional view showing a process of manufacturing a cubic member, wherein (1) shows a state in which a material for one cubic member is put in, and (2) shows a state in which a material for two cubic members is put in. .
１ キュービックメンバー ２，２′ 鉄筋 ３ 型枠 ４，４′ セラミック材料 ５， 離型剤粉末 ６，６′ 梁 1 Cubic member 2,2 'Reinforcing bar 3 Form 4,4' Ceramic material 5, Release agent powder 6,6 'Beam
─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成５年１１月１１日[Submission date] November 11, 1993
【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[Name of item to be corrected] Brief description of the drawing
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図面の簡単な説明】[Brief description of drawings]
【図１】本発明実施例のキュービックメンバーの斜視
図。FIG. 1 is a perspective view of a cubic member according to an embodiment of the present invention.
【図２】型枠と一体のキュービックメンバーの側面図。FIG. 2 is a side view of a cubic member integrated with a formwork.
【図３】キュービックメンバーを製造する過程を示す断
面図であって、（１）はキュービックメンバー１個分の
材料を入れた状態、（２）は同２個分の材料を入れた状
態を示す。FIG. 3 is a cross-sectional view showing a process of manufacturing a cubic member, wherein (1) shows a state in which a material for one cubic member is put in, and (2) shows a state in which a material for two cubic members is put in. .
【図４】キュービックメンバーを鉄筋コンクリート造建
造物の梁と梁とのジョイント部に介在させた状態の上面
概念図。FIG. 4 is a conceptual top view showing a state in which a cubic member is interposed in a beam-to-beam joint portion of a reinforced concrete building.
【符号の説明】 １ キュービンクメンバー ２，２′ 鉄筋 ３ 型枠 ４，４′ セラミック材料 ５ 離型剤粉末 ６，６′ 梁[Explanation of symbols] 1 Cubinck member 2,2 'Reinforcing bar 3 Form 4,4' Ceramic material 5 Release agent powder 6,6 'Beam
Claims (4)
て、セラミック又は高強度コンクリート等によって略立
方体状に製造した、建造物の柱・梁等のジョイント部に
介在させて建造物を補強するためのキュービックメンバ
ー。1. A structure in which reinforcing bars are partially pierced in advance and integrally attached to each other, and which is manufactured in a substantially cubic shape with ceramic or high-strength concrete or the like so as to intervene in a joint portion such as a pillar or beam of the structure, Cubic members to reinforce.
予め補強繊維を混入して製造した、請求項１記載のキュ
ービックメンバー。2. The cubic member according to claim 1, wherein the ceramic or high-strength concrete is manufactured by mixing reinforcing fibers in advance.
バーを、柱、梁等のジョイント部に介在させてなること
を特徴とする建造物。3. A building characterized in that the cubic member according to claim 1 or 2 is interposed in a joint portion such as a pillar or a beam.
て、セラミック又は高強度コンクリート等によって略立
方体状に製造したキュービックメンバーを、建造物の
柱、梁等のジョイント部に介在させて建造することを特
徴とする建造物の建造方法。4. A cubic member, which is made of ceramic or high-strength concrete in a substantially cubic shape and has a reinforcing bar partially penetrated in advance and integrally attached, is interposed between joints such as columns and beams of a building. A method of constructing a building characterized by building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13213591A JPH06146476A (en) | 1991-05-09 | 1991-05-09 | Cubic member and method for constructing building using cubic member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13213591A JPH06146476A (en) | 1991-05-09 | 1991-05-09 | Cubic member and method for constructing building using cubic member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH06146476A true JPH06146476A (en) | 1994-05-27 |
Family
ID=15074195
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13213591A Pending JPH06146476A (en) | 1991-05-09 | 1991-05-09 | Cubic member and method for constructing building using cubic member |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06146476A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006183260A (en) * | 2004-12-27 | 2006-07-13 | Takenaka Komuten Co Ltd | Wall type reinforced concrete structure |
| JP2011080358A (en) * | 2011-01-05 | 2011-04-21 | Sumitomo Mitsui Construction Co Ltd | Column-beam joint structure of building, building, and joining method |
| JP2014055517A (en) * | 2013-12-25 | 2014-03-27 | Takenaka Komuten Co Ltd | Precast beam-column joint structure |
-
1991
- 1991-05-09 JP JP13213591A patent/JPH06146476A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006183260A (en) * | 2004-12-27 | 2006-07-13 | Takenaka Komuten Co Ltd | Wall type reinforced concrete structure |
| JP2011080358A (en) * | 2011-01-05 | 2011-04-21 | Sumitomo Mitsui Construction Co Ltd | Column-beam joint structure of building, building, and joining method |
| JP2014055517A (en) * | 2013-12-25 | 2014-03-27 | Takenaka Komuten Co Ltd | Precast beam-column joint structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| RU2122985C1 (en) | Concrete mix, concrete element, and method of solidification thereof | |
| CN105756275B (en) | It is a kind of can be with the prefabricated filled-in panel and its installation method of force structure synchronous construction | |
| JPH06146476A (en) | Cubic member and method for constructing building using cubic member | |
| EP2642041B1 (en) | Structural concrete wall with thermal insulation and manufacturing process | |
| JP2003213623A (en) | Upper structure of ridge | |
| JPS6145042A (en) | Mold frame for casting concrete | |
| CN114274306A (en) | Production process of prefabricated steel structure exterior wall cladding | |
| JP2000291134A (en) | Joint structure of precast member | |
| CN111945577A (en) | Ultra-high-toughness concrete simply-supported-rotating continuous beam bridge structure and manufacturing method thereof | |
| JP2004137723A (en) | Structure of bridge girder and construction method of bridge girder | |
| CN112814150A (en) | Rectangular steel sleeve type connection method for basic magnesium sulfate cement concrete assembled frame nodes | |
| CN111155693A (en) | Method for manufacturing stirrup steel bar reactive powder concrete laminated slab | |
| JP2752033B2 (en) | Manufacturing method of ring reinforced concrete | |
| JPH07119119A (en) | Repair steel girder bridge structure and repair and reinforcing method | |
| CN220644868U (en) | Precast beam and laminated beam for laminated beam | |
| KR102585728B1 (en) | Prestressed precast module with integrated girder and column and construction method using the same | |
| JP7132180B2 (en) | Joining structure and joining method | |
| CN212641234U (en) | Ultra-high-toughness concrete simply-supported continuous beam bridge structure | |
| WO1994020703A1 (en) | Concrete element and a method for producing this element and a building construction containing this element | |
| CN220768613U (en) | Formwork-free constructional column, formwork-free ring beam and wall structure | |
| CN219196297U (en) | Connection structure of ALC wallboard and reinforced concrete roof beam | |
| JPH0463179B2 (en) | ||
| JP2000291131A (en) | Structure for joining pillar to beam or floor | |
| CN116677136A (en) | Assembled composite beam | |
| JP2000291145A (en) | Composite structural member and skeleton structure using it |