JPS6015790B2 - Construction method of structure - Google Patents

Construction method of structure

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Publication number
JPS6015790B2
JPS6015790B2 JP2410076A JP2410076A JPS6015790B2 JP S6015790 B2 JPS6015790 B2 JP S6015790B2 JP 2410076 A JP2410076 A JP 2410076A JP 2410076 A JP2410076 A JP 2410076A JP S6015790 B2 JPS6015790 B2 JP S6015790B2
Authority
JP
Japan
Prior art keywords
concrete
horizontal
assembly
members
intermediate horizontal
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.)
Expired
Application number
JP2410076A
Other languages
Japanese (ja)
Other versions
JPS52108616A (en
Inventor
浩治 満尾
ミツ子 満尾
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 JP2410076A priority Critical patent/JPS6015790B2/en
Publication of JPS52108616A publication Critical patent/JPS52108616A/en
Publication of JPS6015790B2 publication Critical patent/JPS6015790B2/en
Expired legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【発明の詳細な説明】 この発明は、垂直部の一側方向に一体的に水平部を突設
した一側のコンクリート系組立部村を、上記水平部をそ
の下部に設けた支持部材で支持して立設する一方、垂直
部の一側方向に一体的に水平部を突設した他側のコンク
リート系組立部材を、その水平部の端面を上記一側のコ
ンクリート系組立部材の水平部の端面に対向させ、かつ
コンクリート系中間水平部材を介在させるか介在させる
ことなく立設し、上記両側の水平部を上記コンクリート
系中間水平部材を介在させるか介在させることなく結合
した後、上記支持部材を除去してなることを特徴とする
コンクリート系構造物の築造法に関する。
DETAILED DESCRIPTION OF THE INVENTION This invention provides for supporting a concrete-based assembly village on one side in which a horizontal part is integrally provided in the direction of one side of the vertical part by a support member provided with the horizontal part at the bottom thereof. At the same time, the concrete assembly member on the other side, which has a horizontal part integrally protruding from one side of the vertical part, is placed so that the end face of the horizontal part is connected to the horizontal part of the concrete assembly member on the one side. The support member is erected facing the end face with or without intervening a concrete-based intermediate horizontal member, and the horizontal parts on both sides are connected with or without intervening the concrete-based intermediate horizontal member. This invention relates to a method of constructing a concrete-based structure characterized by removing.

以下この発明を、垂直部を壁部とし水平部を床部とした
構造物の築造法を例にとり、かつコンクリート系組立部
材、コンクリート系中間水平部材及びコンクリート系構
造物を夫々組立部材、中間水平部材、及び構造物と呼称
して説明する。
Hereinafter, this invention will be described by taking as an example a method for constructing a structure in which the vertical part is a wall part and the horizontal part is a floor part, and concrete-based assembly members, concrete-based intermediate horizontal members, and concrete-based structures are respectively assembled members and intermediate horizontal parts. This will be explained by referring to them as members and structures.

礎造物の築造法1例として、例えば第1図に示されるよ
うな、垂直部laとこの一側方向に一体的に突設された
水平部lb、及び水平部lbの突設端から垂下する柱ま
たは壁ともなる支柱lcとによって構成される組立部材
1,1を、第3図に示されるように水平部lbの端面を
対向させかつ第2図示の中間水平部材2を介在させて桁
行方向両側に配設かつ積重ね、各紙立部材及び中間水平
部材を結合する方法で考えられる。しかし道路や運搬軍
師等の関係から組立部村の大きさが制限され、しかも上
記方法では構造物内に支柱lc,lcが構成されるため
、内部に柱や壁のない広い空間の構造物を築造すること
ができない欠点を有する。
As an example of a method for constructing a foundation, for example, as shown in FIG. As shown in FIG. 3, the assembly members 1, 1 constituted by the pillars lc, which also serve as columns or walls, are arranged in the column direction with the end faces of the horizontal portions lb facing each other and with the intermediate horizontal member 2 shown in the second diagram interposed therebetween. It is conceivable to arrange them on both sides and stack them, and to connect each paper stand member and an intermediate horizontal member. However, the size of the assembly village is limited due to roads, transport tactics, etc., and in addition, the above method constructs supports lc, lc within the structure, so it is not possible to build a structure with a wide space without internal pillars or walls. It has the disadvantage that it cannot be built.

米国特許第総94373号明細書と図面には[形ユニッ
ト間に中間水平部材を架設結合して構造物を築造する技
術が開示されているが、上記方法同機の欠点を有する。
この発明は上記欠点を解消する目的で成されたものであ
り、第4図〜第6図を参照して詳細に説明する。第5図
は、第4図示の垂直部1′aとその一側方向に一体的に
突穀された水平部1′bとによって構成される組立部材
1′を、その水平部1′bを下部に設けた支持部材3で
支持し、かつ水平。
U.S. Pat. No. 94,373 and the drawings disclose a technique for constructing a structure by connecting intermediate horizontal members between shaped units, but this method has some drawbacks.
This invention has been made for the purpose of solving the above-mentioned drawbacks, and will be explained in detail with reference to FIGS. 4 to 6. FIG. 5 shows an assembly member 1' composed of a vertical part 1'a shown in FIG. It is supported by the support member 3 provided at the bottom and is horizontal.

1′bの端面を対向させて桁行方向両側に配設し、かつ
積重ねる所を示し、各組立部材1′,1′・・・を結合
し支持部材3を除去して構造物を築造する。
1'b are arranged on both sides in the column direction with the end faces facing each other, and the stacking portions are shown, and each assembly member 1', 1'... is connected and the supporting member 3 is removed to construct a structure. .

第6図は、第4図示の組立部材1′を、その水平部1′
bを下部に設けた支持部材3で支持し、かつ水平部1′
bの端面を対向させ水平部1′b,1′b間に中間水平
部材2を介在させて桁行方向両側に配談し、かつ積重ね
る所を示し、各組立部材1′及び中間水平部村2を結合
し支持部材3を除去して構造物を築造する。
FIG. 6 shows the assembly member 1' shown in FIG.
b is supported by the support member 3 provided at the bottom, and the horizontal part 1'
The intermediate horizontal members 2 are interposed between the horizontal parts 1'b and 1'b with the end faces of the parts b facing each other, and are arranged on both sides in the column direction, and are stacked. 2 are connected and the supporting member 3 is removed to construct a structure.

尚第5図及び第6図では支持部材3の図示を省略した。Note that the support member 3 is not shown in FIGS. 5 and 6.

支持部材3には第4図に示されるように、ジャッキ部が
設けられていて高さ調整を行うことができるようになっ
ているばかりか、ジャッキ部を有する支持杵4,4が集
東自在に基部に取付けられており、支持部村3の基部は
ボルト等を利用して基礎等に取付けられ、支持部材3及
び支持村4,4の先端には組立部材の形状に応じてボル
ト等で取付可能な取付自在面が設けられている。組立部
材及び中間水平部材の結合は、第4図に示されるように
、桁行方向に並設された両側の組立部材と中間水平部材
の間に鋼板5を介在させ、組立部材の水平部と中間水平
部材の上面凹部を利用して鋼板とその両側の水平部また
は中間水平部村の垂直壁部にボルトを貫通させ、ナット
を螺鉄緊締して結合することができる。また上下の組立
部材の結合は、例えば組立部材の接合部に鋼板を埋設し
ておき、その露出部に連結板を架設し熔着すること等に
より結合することができる。以上第4図〜第6図を参照
してこの発明の構造物の築造法例につき説明したが、次
にこの発明に利用することができる板材の製造法やサッ
シュ取付法について説明する。第7図は板材の製造法1
例を示し、6は貫通孔6′を設けた第8図示の発泡スチ
ロール、気泡コンクリート、無機質繊維線等の軽量材、
7,7は軽量材6を被持して型枠8,8間に張設された
軽量材固定線であり、型枠内にコンクリート9を打設す
ると軽量材6入り板材を得る。
As shown in FIG. 4, the support member 3 is provided with a jack part so that the height can be adjusted. The base of the support village 3 is attached to the foundation etc. using bolts, etc., and the tips of the support member 3 and support villages 4, 4 are attached with bolts etc. according to the shape of the assembly member. An attachable attachment surface is provided. As shown in FIG. 4, the assembly members and the intermediate horizontal member are connected by interposing a steel plate 5 between the assembly members and the intermediate horizontal member on both sides that are arranged in parallel in the row direction. A bolt can be passed through the steel plate and the vertical wall of the horizontal part on both sides or an intermediate horizontal part using the recessed part of the upper surface of the horizontal member, and the bolt can be tightened with the screw to connect the steel plate. Further, the upper and lower assembly members can be connected by, for example, embedding a steel plate in the joint portion of the assembly member, and installing a connecting plate on the exposed portion and welding it. An example of the method of constructing the structure of the present invention has been described above with reference to FIGS. 4 to 6. Next, a method of manufacturing a plate material and a method of attaching a sash that can be used in the present invention will be described. Figure 7 shows plate manufacturing method 1
For example, 6 is a lightweight material such as styrofoam, aerated concrete, inorganic fiber wire, etc. shown in Figure 8, provided with a through hole 6';
Reference numerals 7 and 7 indicate lightweight material fixing wires stretched between the formworks 8 and 8 with the lightweight material 6 supported thereon, and when concrete 9 is poured into the formwork, a board containing the lightweight material 6 is obtained.

尚貫通孔6′の断面形状は円形でもよく、図示のように
長孔を間隔をおき直交して交互に配設したものであって
もよい。貫通孔6′内に充填されたコンクリートは上下
両面のコンクリートをつなぐ補強壁部を構成する。コン
クリートに繊維或いは更に発泡粒を入れてよいことはい
うまでもない。熱爆発を防止するには1または・2ケ所
に外部との通気孔を設けることができる。第9図はサッ
シュ枠10の取付法を示し、サッシュ枠10外側の突条
外周にゴム等の弾性体11を設けておき、木材12等で
押圧して固定する。
The cross-sectional shape of the through-hole 6' may be circular, or may be formed by alternately arranging elongated holes at intervals and orthogonal to each other, as shown in the figure. The concrete filled in the through hole 6' constitutes a reinforcing wall portion that connects the concrete on both the upper and lower surfaces. It goes without saying that fibers or even foam particles may be added to the concrete. To prevent thermal explosions, one or two ventilation holes can be provided to the outside. FIG. 9 shows a method of attaching the sash frame 10. An elastic body 11 such as rubber is provided on the outer periphery of the protrusion on the outside of the sash frame 10, and is fixed by pressing with a piece of wood 12 or the like.

尚木材12はコンクリ−トネィル等でコンクリート14
に取付けられる。13はコーキング剤であるが、サッシ
ュ枠外周を総て図示のようにすればコーキング剤13は
必ずしも必要ではない。
The wood 12 is made of concrete 14 with concrete nails, etc.
mounted on. Although 13 is a caulking agent, the caulking agent 13 is not necessarily necessary if the entire outer periphery of the sash frame is made as shown.

またコンクリート14に凹溝を設けておき送り込み方式
でサッシュ枠を取付けることもできる。この場合外部か
ら外されないように内部から押え材で押える。また弾性
体11を取付けたサッシュ枠をコンクリートに埋殺し‘
こしてもよい。この方法はガラスブロックの取付法等に
も利用することができる。第10図は金属繊維や耐アル
カリ性ガラス繊維或いは更にシラスバル−ン等を混合し
た水硬性無機質系複合剤を格子状に成形した板材を示し
、そのままで壁や床等の骨組或いは装飾用天井剤として
使用され、片面または内部にインシュレーション剤を設
けて、或いは両面に板状部を設けて床材や壁材として使
用することができ、格子内にガラスブロックを設けて透
光性パネルとすることもできる。
It is also possible to provide a concave groove in the concrete 14 and attach the sash frame by a feeding method. In this case, use a presser from inside to prevent it from being removed from the outside. Also, the sash frame with the elastic body 11 attached is buried in concrete.
You can also strain it. This method can also be used for attaching glass blocks. Figure 10 shows a board made of a hydraulic inorganic composite mixed with metal fibers, alkali-resistant glass fibers, or shirasu balloons, etc., formed into a lattice shape, and can be used as a framework for walls and floors, or as a decorative ceiling material. It can be used as flooring or wall material by providing insulation on one side or inside, or by providing plate-like parts on both sides, and it can be used as a translucent panel by providing glass blocks in the grid. You can also do it.

この発明は前記のように構成され、部材接合個所が少し
、から短工期で構造物を築造することができるばかりか
、水平部を支持部材で支持して組立作業を行うから作業
を安全に進めることができ、しかも両側の水平部を結合
した後支持部材を除去するから内部に柱や壁のない広い
空間の構造物を築造することができる効果を有する。
This invention is constructed as described above, and not only can a structure be constructed in a short construction period with only a few parts to be joined, but also the assembly work can be carried out safely by supporting the horizontal part with support members. Moreover, since the supporting members are removed after the horizontal parts on both sides are joined, it is possible to construct a structure with a wide space without pillars or walls inside.

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

第1図は組立部材1例の斜視図、第2図は中間水平部村
1例の斜視図、第3図は組立部村と中間水平部材の配設
例を示す正面図、第4図は組立部材と中間水平部材の結
合例を説明するための斜視図、第5図は組立部材の配設
1例を示す正面図、第6図は組立部材と中間水平部材の
配設1例を示す正面図、第7図は板材の製造法1例を示
す縦断面図、第8図は軽量材1例の平面図、第9図はサ
ッシュ枠取付法1例を示す横断面図、第10図は板材1
例の斜視図である。 第1図 第2図 第3図 第4図 第5図 第6図 第7図 第8図 第9図 第’0図
Fig. 1 is a perspective view of an example of an assembly member, Fig. 2 is a perspective view of an example of an intermediate horizontal member, Fig. 3 is a front view showing an example of the arrangement of the assembly member and the intermediate horizontal member, and Fig. 4 is an assembled member. FIG. 5 is a front view showing an example of the arrangement of the assembly member; FIG. 6 is a front view showing an example of the arrangement of the assembly member and the intermediate horizontal member. Figure 7 is a longitudinal cross-sectional view showing an example of a method for manufacturing plate materials, Figure 8 is a plan view of an example of a lightweight material, Figure 9 is a cross-sectional view showing an example of a sash frame attachment method, and Figure 10 is a cross-sectional view showing an example of a method for attaching a sash frame. Board material 1
FIG. 2 is a perspective view of an example. Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure '0

Claims (1)

【特許請求の範囲】[Claims] 1 垂直部の一側方向に一体的に水平部を突設した一側
のコンクリート系組立部材を、上記水平部をその下部に
設けた支持部材で支持して立設する一方、垂直部の一側
方向に一体的に水平部を突設した他側のコンクリート系
組立部材を、その水平部の端面を上記一側のコンクリー
ト系組立部材の水平部の端面に対向させ、かつコンクリ
ート系中間水平部材を介在させるか介在させることなく
立設し、上記両側の水平部を上記コンクリート系中間水
平部材を介在させるか介在させることなく結合した後、
上記支持部材を除去してなることを特徴とするコンクリ
ート系構造物の築造法。
1. One side of the concrete assembly member with a horizontal part integrally protruding from one side of the vertical part is erected with the horizontal part supported by a support member provided at the bottom thereof, while one side of the vertical part is erected. A concrete-based assembly member on the other side having a horizontal portion integrally protruding in the lateral direction, the end surface of the horizontal portion facing the end surface of the horizontal portion of the concrete-based assembly member on the one side, and a concrete-based intermediate horizontal member. After erecting with or without intervening, and joining the horizontal parts on both sides with or without intervening the concrete intermediate horizontal member,
A method of constructing a concrete-based structure, characterized in that the above-mentioned supporting member is removed.
JP2410076A 1976-03-08 1976-03-08 Construction method of structure Expired JPS6015790B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2410076A JPS6015790B2 (en) 1976-03-08 1976-03-08 Construction method of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2410076A JPS6015790B2 (en) 1976-03-08 1976-03-08 Construction method of structure

Publications (2)

Publication Number Publication Date
JPS52108616A JPS52108616A (en) 1977-09-12
JPS6015790B2 true JPS6015790B2 (en) 1985-04-22

Family

ID=12128936

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2410076A Expired JPS6015790B2 (en) 1976-03-08 1976-03-08 Construction method of structure

Country Status (1)

Country Link
JP (1) JPS6015790B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5940408U (en) * 1982-09-08 1984-03-15 前田製管株式会社 two-story warehouse
JPH09296518A (en) * 1996-05-07 1997-11-18 Sekisui Chem Co Ltd Unit building and reinforcing method thereof
JP4063829B2 (en) * 2005-03-03 2008-03-19 光 徐 Exterior insulation building with prestressed precast concrete body
JP4004056B2 (en) * 2005-05-26 2007-11-07 株式会社ジェーエスディー Construction method of pre-insulated prestressed building using precast concrete body
JP4488371B2 (en) * 2007-05-07 2010-06-23 株式会社ジェーエスディー Method for manufacturing pre-insulated precast concrete wall

Also Published As

Publication number Publication date
JPS52108616A (en) 1977-09-12

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