JP2805154B2 - Construction method of concrete panel and cloth foundation used for it - Google Patents

Construction method of concrete panel and cloth foundation used for it

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Publication number
JP2805154B2
JP2805154B2 JP1059053A JP5905389A JP2805154B2 JP 2805154 B2 JP2805154 B2 JP 2805154B2 JP 1059053 A JP1059053 A JP 1059053A JP 5905389 A JP5905389 A JP 5905389A JP 2805154 B2 JP2805154 B2 JP 2805154B2
Authority
JP
Japan
Prior art keywords
cloth foundation
foundation
base
cloth
concrete
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 - Lifetime
Application number
JP1059053A
Other languages
Japanese (ja)
Other versions
JPH0328423A (en
Inventor
優 盛岡
徹正 上符
Original Assignee
小野田エー・エル・シー株式会社
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
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Priority to JP1059053A priority Critical patent/JP2805154B2/en
Publication of JPH0328423A publication Critical patent/JPH0328423A/en
Application granted granted Critical
Publication of JP2805154B2 publication Critical patent/JP2805154B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Finishing Walls (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はコンクリートパネル、特にALCパネルの建込
み工法及びそれに使用される布基礎の構造に関するもの
である。
Description: TECHNICAL FIELD The present invention relates to a construction method of a concrete panel, particularly an ALC panel, and a structure of a cloth foundation used for the method.

(従来の技術) 従来、ALCの外壁を布基礎上に建込む場合、まず、鉄
筋が挿入された複数個のコンクリート基礎のそれぞれに
鉄骨柱を立設するとともに該基礎間に地中梁と布基礎を
打設する。次いで該布基礎が十分に硬化してからその布
基礎の天端ならしをする。そして、該布基礎の上に前記
外壁を建込む。
(Prior Art) Conventionally, when building an outer wall of an ALC on a cloth foundation, first, a steel column is erected on each of a plurality of concrete foundations into which reinforcing bars are inserted, and an underground beam and a cloth are interposed between the foundations. Placing the foundation. The fabric base is then fully cured before the top of the fabric base is leveled. Then, the outer wall is built on the cloth foundation.

また、予め工場で生産された基礎体の端部を継手基礎
体に立設した鋼板により作られた間隔に嵌合させて、貫
通しているボルトでそれらを連結する特開昭52−123504
号公報記載の方法が知られている。
Japanese Patent Application Laid-Open No. Sho 52-123504 discloses a method in which ends of a base body manufactured in advance in a factory are fitted into a gap formed by a steel plate erected on a joint base body, and connected with bolts penetrating therethrough.
Is known.

さらに、実開昭53−59503号公報には、予め工場で生
産された基礎体の両端に張出させた鋼板の連結部と継手
基礎体に立設した鋼板とをボルトで連結させる基礎構造
体が記載されている。
Further, Japanese Utility Model Application Laid-Open No. 53-59503 discloses a foundation structure in which bolts are used to connect a connecting portion of a steel plate protruded to both ends of a base body previously produced in a factory and a steel plate erected on a joint base body. Is described.

(発明が解決しようとする課題) ところが、前記技術では布基礎が十分硬化した後、天
端ならしをする作業が必要であるだけでなく、天端部分
が硬化するまで所定の日数を必要とするという問題点が
ある。これは工事日数の短縮化という観点は好ましくな
い。
(Problems to be Solved by the Invention) However, in the above technique, after the cloth foundation is sufficiently hardened, not only the work of leveling the top end is required, but also a predetermined number of days is required until the top end portion is hardened. There is a problem that. This is not preferable from the viewpoint of shortening the number of construction days.

また、予め工場で生産された基礎体の孔を貫通させて
継手基礎体に立設した鋼にボルトで連結させる方法は、
相対する鋼板の孔が正確に一致するように継手基礎体に
鋼板を正確に埋め込んだり、鋼板上のボルト孔と完全一
致するように基礎体の貫通孔を予め成型したりすること
が困難であった。また成型後の基礎体に孔開けをするこ
とは硬いコンクリートであるためさらに困難であった。
このため、このボルトを貫通させて基礎体を固定する方
法は容易とは言えなかった。
In addition, a method of connecting bolts to steel erected on the joint base body by penetrating holes of the base body produced in the factory in advance,
It is difficult to accurately embed the steel plate in the joint base so that the holes in the steel plate facing each other exactly match, or to preform the through-holes in the base so that they completely match the bolt holes on the steel plate. Was. Also, it is more difficult to make a hole in the molded base body because it is hard concrete.
For this reason, the method of fixing the base body by penetrating the bolt has not been easy.

さらに、予め工場で生産された基礎体の両端に張出し
た鋼板と継手基礎体に立設した鋼板とをボルトで連結さ
せる構造は、基礎体を固定した後雨水が浸入しないよう
に、露出している連結部をコンクリートで覆う基礎を造
成する必要がある。このため、このコンクリート部分が
硬化するためには、やはり所定の日数が必要とされた。
Furthermore, the structure that connects the steel plate protruding at both ends of the base body manufactured in advance at the factory and the steel plate erected on the joint base body with bolts is exposed so that rainwater does not enter after fixing the base body. It is necessary to create a foundation that covers the existing joint with concrete. For this reason, a predetermined number of days was required for the concrete portion to harden.

本発明の目的は前記工事日数の短縮を図るとともにプ
レキャストされた布基礎を容易にコンクリート基礎に固
定させることにある。
An object of the present invention is to reduce the number of construction days and to easily fix a precast fabric foundation to a concrete foundation.

(課題を解決するための手段) 本発明は前記の課題を解決するために、鉄筋が挿入さ
れた複数個のコンクリート基礎6に鉄骨柱9を立設する
こと、板状本体2の片面にアンカー部3が取り付けられ
た布基礎取付金物4をその板状本体2が布基礎1の内側
面に露出するように前記アンカー部3を埋め込んでプレ
キャストされた布基礎1をコンクリート基礎8上に載置
すること、前記布基礎取付金物4の前記板状本体2の表
面に、またはそれに下地金物15を介して溶接することに
より前記布基礎1を該鉄骨柱9に固定すること、及び該
布基礎1上にコンクリートパネル11の外壁を建込むこと
からなるコンクリートパネルの建込み工法を採用する。
(請求項1の発明) また、前記方法においては布基礎1を鉄骨柱9に溶接
固定するためのものであってかつ板状本体2とその片面
に取り付けられたアンカー部3とから成る布基礎取付金
物4が、前記布基礎1の内側面に板状本体2の表面が露
出するように前記アンカー部3が埋め込まれて固定され
てプレキャストされたコンクリートパネルの建込み工法
に使用される布基礎を採用する。(請求項2の発明) (作用) 請求項1の発明においては、布基礎が建築現場と異な
る他の別個の工程で形成されているので、建築現場に布
基礎を運搬して施工さえすれば、直ちに建築施工が可能
になるだけでなく、天端ならし及び天端の硬化が不要に
なり、工期の短縮が可能になる。
(Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention provides a method of erection of steel columns 9 on a plurality of concrete foundations 6 into which reinforcing bars are inserted, and an anchor on one surface of the plate-shaped main body 2. The cloth foundation mounting hardware 4 to which the part 3 is attached is mounted on the concrete foundation 8 by embedding the anchor part 3 so that the plate-shaped main body 2 is exposed on the inner surface of the cloth foundation 1. Fixing the cloth foundation 1 to the steel column 9 by welding to the surface of the plate-shaped main body 2 of the cloth foundation mounting metal 4 or to the steel column 9 via the base metal 15; A concrete panel construction method is adopted in which the outer wall of the concrete panel 11 is built on top.
(The Invention of Claim 1) In the above method, the cloth foundation 1 is for welding and fixing the cloth foundation 1 to the steel column 9, and comprises the plate-shaped main body 2 and the anchor portion 3 attached to one surface thereof. A cloth foundation used for a method of building a precast concrete panel, in which the mounting hardware 4 is embedded and fixed so that the surface of the plate-shaped main body 2 is exposed on the inner side surface of the cloth foundation 1. Is adopted. (Invention of Claim 2) (Operation) In the invention of Claim 1, since the fabric foundation is formed in another separate process different from the construction site, it is only necessary to transport the fabric foundation to the construction site and perform the construction. In addition, not only the construction work can be performed immediately, but also the top end hardening and the hardening of the top end become unnecessary, and the construction period can be shortened.

さらに、鉄骨柱を布基礎の内側面に露出した板状本体
の表面に、またはそれに下地金物を介して溶接すること
により布基礎を固定できるようになる。
Further, the cloth foundation can be fixed by welding the steel column to the surface of the plate-shaped main body exposed on the inner side surface of the cloth foundation or through a base metal.

請求項2の発明においても鉄筋柱を布基礎の内側面に
露出した板状本体の表面に、またはそれに下地金物を介
して溶接することにより布基礎を固定できるようにな
り、布基礎は鉄骨柱を介して基礎に固定される。その結
果、基礎上に布基礎を安定化させることができる。
According to the second aspect of the present invention, the reinforced pillar can be fixed to the surface of the plate-shaped main body exposed on the inner surface of the cloth foundation or by welding to the surface of the plate-shaped main body via a base metal. Fixed to the foundation through. As a result, the fabric foundation can be stabilized on the foundation.

(実施例) 次に請求項1及び2の発明を同時に具体化した一実施
例を図面を参照しながら説明する。
(Embodiment) Next, an embodiment of the present invention will be described with reference to the drawings.

[布基礎の製造工程] 第1図に示す形状の布基礎1を軽量骨材入りのコンク
リートから公知の型枠を使用して製造した。この布基礎
1は次のようにして製造された。すなわち、第2図に示
すように板状本体2の片面に2本の曲棒状のアンカー部
3が取り付けられた布基礎取付用金物4、及び第3図に
示すように板状本体5の片面に複数個のたこ足状アンカ
ー部6が取り付けられた目地鉄筋固定用金物7を前記型
枠面に接するようにセットし、第1図に示すように、得
られる布基礎1の内側面及び長さ方向小口面にそれぞれ
前記2種の本体、4、7が露出するようにした。そし
て、前記型枠内に前記のコンクリートを打設した。
[Manufacturing Process of Cloth Foundation] A fabric foundation 1 having the shape shown in Fig. 1 was manufactured from concrete containing lightweight aggregate using a known mold. This fabric base 1 was manufactured as follows. That is, as shown in FIG. 2, a metal base mounting hardware 4 in which two curved rod-shaped anchor portions 3 are mounted on one side of a plate-shaped main body 2, and one side of a plate-shaped main body 5 as shown in FIG. A metal joint 7 for fixing joints to which a plurality of octopus-shaped anchor portions 6 are attached is set so as to be in contact with the formwork surface, and as shown in FIG. The two types of main bodies 4, 4 and 7 were respectively exposed on the fore-edge surface. Then, the concrete was poured into the formwork.

[布基礎の施工工程] 第4図に示すように、従来公知の方法により鉄筋が挿
入された独立基礎8aを、ALC使用建物を建てようとする
敷地の複数箇所に打設するとともに、それらの独立基礎
8a間に地中梁8bを巡らせ、この実施例のコンクリート基
礎8を形成した。
[Construction process of cloth foundation] As shown in Fig. 4, independent foundations 8a into which reinforcing bars have been inserted by a conventionally known method are cast at a plurality of places on a site where an ALC-use building is to be built. Independent foundation
An underground beam 8b was stretched between 8a to form a concrete foundation 8 of this embodiment.

前記独立基礎8aの上に第5図に示すような鉄骨柱9を
立設するとともに、該鉄骨柱9の根元に縦断面が逆T字
形をなしている自重受け金物10を第6図に示すように溶
接固定した。
A steel column 9 as shown in FIG. 5 is erected on the independent foundation 8a, and a self-weight receiving metal fitting 10 having a vertical T-shaped vertical cross section at the base of the steel column 9 is shown in FIG. Fixed by welding.

次いで、前記製造工程で得た布基礎1を前記基礎6上
に小端立てするとともに布基礎1の両端部を鉄骨柱9の
ほぼ中心に位置させた。
Next, the cloth base 1 obtained in the above-mentioned manufacturing process was set on the base 6 with small ends, and both ends of the cloth base 1 were positioned substantially at the center of the steel column 9.

次いで、布基礎取付金物4を鉄骨柱9を対してL字形
の下地金物15(第5図参照)を介して溶接固定した後、
前記布基礎1の上にALCパネル11を1枚載せ(第6
図)、さらにその両小口面側の目地12に目地鉄筋13を入
れ、その下端部を目地鉄筋用金物7に溶接固定した。同
様に前記ALCパネル11に対して他のALCパネル(図示な
し)を隣接させて建込んだ。
Next, the cloth foundation mounting metal 4 is welded and fixed to the steel column 9 via an L-shaped base metal 15 (see FIG. 5).
Place one ALC panel 11 on the cloth base 1 (No. 6
Further, a joint reinforcing bar 13 was inserted into joints 12 on both sides of the joint, and the lower end thereof was fixed to the joint reinforcing metal 7 by welding. Similarly, another ALC panel (not shown) was built adjacent to the ALC panel 11.

以下同じようにALCパネルを建込んでALCパネル相互間
の目地部にモルタルを充填し建物の外壁を構成した。
In the same manner, the ALC panels were built in the same manner, and the joints between the ALC panels were filled with mortar to form the outer walls of the building.

最後に隣接する布基礎1同志または地中梁8bと布基礎
1との間に、例えばシリコーン樹脂からできているシー
リング材等の封入材を詰めて前記の間を密封した。
Finally, an encapsulant such as a sealing material made of silicone resin is filled between the adjacent fabric foundations 1 or the underground beams 8b and the fabric foundation 1 to seal the space therebetween.

なお、比較のため前記布基礎を従来どおり現場で打設
したところ、該布基礎の天端仕上げをしてから前記ALC
パネルを建付け開始するまでに約1週間要した。
For comparison, when the cloth foundation was cast on site as in the past, after finishing the top of the cloth foundation, the ALC
It took about one week to start building the panels.

以上のように本発明によると工期の短縮が図られるだ
けでなく、自重受け金物10に布基礎1をのせて布基礎取
付金物4を鉄骨柱9に溶接するだけで布基礎1の位置決
めを正確にすることができる。
As described above, according to the present invention, not only the construction period can be shortened, but also the positioning of the cloth foundation 1 can be accurately performed only by placing the cloth foundation 1 on the deadweight receiving hardware 10 and welding the cloth foundation mounting hardware 4 to the steel column 9. Can be

本発明は前記実施例に限定されることなく、その根本
的技術思想を踏襲する限度において種々の態様で実施す
ることができる。例えば、軽量コンクリートとしてALC
以外のものも使用できる。
The present invention is not limited to the above-described embodiment, and can be implemented in various modes as long as the basic technical idea is followed. For example, ALC as lightweight concrete
Others can be used.

布基礎1の形状も用途に応じて第7図や第8図に示す
ように縦断面L字形のものや側面にリブ14が設けられた
形状のものが使用できる。
The shape of the cloth foundation 1 may be an L-shaped longitudinal section as shown in FIGS. 7 and 8, or a shape provided with a rib 14 on a side surface, depending on the application.

なお、第7及び図8に示す布基礎1において、本発明
に係わる布基礎取付金物4は、図の向こう側(見えない
面側)に板状本体2の表面が露出するように設置されて
いる。
In the cloth foundation 1 shown in FIGS. 7 and 8, the cloth foundation mounting hardware 4 according to the present invention is installed so that the surface of the plate-shaped main body 2 is exposed to the other side (the invisible surface side) in the figure. I have.

なお、本発明は建物の基礎の全部に適用する必要がな
く、例えば、玄関の入口廻り等については従来公知の工
法を併用してもよいし、また布基礎の固定方法として前
記以外の方法を採用してもよい。
In addition, the present invention does not need to be applied to the entire foundation of the building.For example, for the area around the entrance of the entrance, a conventionally known method may be used in combination, or a method other than the above may be used as a method of fixing the cloth foundation. May be adopted.

(発明の効果) 以上詳述したように、本発明はコンクリート建物用外
壁を建込むための工期を著しく短縮することができると
いう優れた効果を発揮する。また、布基礎を建築現場と
異なった別の工程で製造するようにしたので、天端なら
しや側面のコテ塗り仕上げを必要としないように優れた
精度で製造できる。
(Effects of the Invention) As described in detail above, the present invention exerts an excellent effect that the construction period for building an outer wall for a concrete building can be significantly reduced. In addition, since the fabric foundation is manufactured in a separate process different from the construction site, the fabric can be manufactured with excellent precision so that the top end is not required and the side is not ironed.

また、本発明によれば布基礎を設置した後は、コンク
リートにより基礎を造成することが不要となる。
Further, according to the present invention, after the cloth foundation is installed, it is not necessary to form the foundation with concrete.

さらに、鉄骨柱を布基礎の内側面に露出した板状本体
の表面に、またはそれに下地金物を介して溶接すること
により布基礎を固定できるできるため、布基礎または鉄
骨柱に多少の寸法誤差があっても取付上問題にならない
とともに容易に固定作業をすることが可能となる。
Furthermore, since the steel column can be fixed to the surface of the plate-shaped main body exposed on the inner surface of the cloth foundation or by being welded to the surface of the main body through the base metal, there is some dimensional error in the cloth foundation or the steel column. Even if there is, there is no problem in mounting, and the fixing operation can be easily performed.

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

第1図は布基礎の斜視図、第2図は布基礎金物の斜視
図、第3図は目地鉄筋固定用金物の斜視図、第4図は基
礎の平面図、第5図は施工法を示す部分斜視図、第6図
は同様の斜視図、第7図は布基礎の他の態様を示す斜視
図、第8図はさらに他の態様を示す斜視図である。 1:布基礎、4:布基礎取付金物、8:コンクリート基礎、7:
目地鉄筋固定金物、11:コンクリートパネル。
1 is a perspective view of a cloth foundation, FIG. 2 is a perspective view of a cloth foundation metal, FIG. 3 is a perspective view of a joint reinforcing metal fixing metal, FIG. 4 is a plan view of the foundation, and FIG. 6 is a similar perspective view, FIG. 7 is a perspective view showing another embodiment of the cloth foundation, and FIG. 8 is a perspective view showing still another embodiment. 1: cloth foundation, 4: cloth foundation mounting hardware, 8: concrete foundation, 7:
Joint reinforcing steel fixing hardware, 11: concrete panel.

フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 27/00 - 27/01Continuation of front page (58) Field surveyed (Int. Cl. 6 , DB name) E02D 27/00-27/01

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】鉄筋が挿入された複数個のコンクリート基
礎(6)に鉄骨柱(9)を立設すること、板状本体
(2)の片面にアンカー部(3)が取り付けられた布基
礎取付金物(4)をその板状本体(2)が布基礎(1)
の内側面に露出するように前記アンカー部(3)を埋め
込んでプレキャストされた布基礎(1)をコンクリート
基礎(8)上に載置すること、前記布基礎取付金物
(4)の前記板状本体(2)の表面に、またはそれに下
地金物(15)を介して溶接することにより前記布基礎
(1)を該鉄骨柱(9)に固定すること、及び該布基礎
(1)上にコンクリートパネル(11)の外壁に建込むこ
とからなるコンクリートパネルの建込み工法。
An iron column (9) is erected on a plurality of concrete foundations (6) into which reinforcing bars are inserted, and a cloth foundation having an anchor (3) attached to one surface of a plate-like body (2). The mounting hardware (4) is made of a plate-like body (2) and a cloth base (1).
Mounting the precast fabric base (1) with the anchor portion (3) embedded therein so as to be exposed on the inner surface of the concrete base (8); Fixing the fabric base (1) to the steel column (9) by welding to the surface of the body (2) or to the surface of the body (2) via a base metal (15); A concrete panel construction method consisting of building on the outer wall of the panel (11).
【請求項2】布基礎(1)を鉄骨柱(9)に溶接固定す
るためのものであってかつ板状本体(2)とその片面に
取り付けられたアンカー部(3)とから成る布基礎取付
金物(4)が、前記布基礎(1)の内側面に板状本体
(2)の表面が露出するように前記アンカー部(3)が
埋め込まれて固定されているプレキャストされたコンク
リートパネルの建込み工法に使用される布基礎。
2. A cloth foundation for welding and fixing a cloth foundation (1) to a steel column (9) and comprising a plate-shaped main body (2) and an anchor portion (3) attached to one surface thereof. A mounting metal part (4) of a precast concrete panel in which the anchor part (3) is embedded and fixed so that the surface of the plate-like body (2) is exposed on the inner surface of the cloth foundation (1). Cloth foundation used for erection method.
JP1059053A 1989-03-10 1989-03-10 Construction method of concrete panel and cloth foundation used for it Expired - Lifetime JP2805154B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1059053A JP2805154B2 (en) 1989-03-10 1989-03-10 Construction method of concrete panel and cloth foundation used for it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1059053A JP2805154B2 (en) 1989-03-10 1989-03-10 Construction method of concrete panel and cloth foundation used for it

Publications (2)

Publication Number Publication Date
JPH0328423A JPH0328423A (en) 1991-02-06
JP2805154B2 true JP2805154B2 (en) 1998-09-30

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JP1059053A Expired - Lifetime JP2805154B2 (en) 1989-03-10 1989-03-10 Construction method of concrete panel and cloth foundation used for it

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JP2002256729A (en) * 2001-02-28 2002-09-11 T I S & Partners:Kk Rotating building with base-isolation function

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JPS52123504A (en) * 1976-04-09 1977-10-17 Mitsuo Watanabe Method of forming foundation for light building
JPS5359503U (en) * 1976-10-22 1978-05-20

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JPH0328423A (en) 1991-02-06

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