JPH0352916Y2 - - Google Patents

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Publication number
JPH0352916Y2
JPH0352916Y2 JP12056086U JP12056086U JPH0352916Y2 JP H0352916 Y2 JPH0352916 Y2 JP H0352916Y2 JP 12056086 U JP12056086 U JP 12056086U JP 12056086 U JP12056086 U JP 12056086U JP H0352916 Y2 JPH0352916 Y2 JP H0352916Y2
Authority
JP
Japan
Prior art keywords
cloth foundation
connecting members
formwork
intermediate connecting
constructing
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
JP12056086U
Other languages
Japanese (ja)
Other versions
JPS6327648U (en
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Filing date
Publication date
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Priority to JP12056086U priority Critical patent/JPH0352916Y2/ja
Publication of JPS6327648U publication Critical patent/JPS6327648U/ja
Application granted granted Critical
Publication of JPH0352916Y2 publication Critical patent/JPH0352916Y2/ja
Expired legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 <産業上の利用分野> 本考案は、木造建築、コンクリート建築を問わ
ず、また和風建築、洋風建築を問わず、建築物の
基礎構築に不可欠な布基礎即ち地業をした後最初
に形成するベース部分と地中梁とからなる布基礎
の型枠工事に関するものである。
[Detailed explanation of the invention] <Industrial field of application> This invention applies to cloth foundations, which are indispensable for constructing the foundations of buildings, regardless of whether they are wooden buildings, concrete buildings, Japanese-style buildings, or Western-style buildings. This relates to formwork work for a cloth foundation, which consists of a base part and underground beams, which are formed first after construction.

<従来の技術> 従来この種の布基礎Aの形成工事は、根切り工
事E後、第11図に示すようにその底部に割ぐ
り、砂、捨てコンDなどにより地業を施した後、
芯出し位置決めをし、コンクリートを打設して下
方のベース部分Bを形成し硬化させた後、改めて
芯出し位置決めをしコンクリート打ちして地中梁
Cを形成していた。
<Prior art> Conventionally, in the formation work of this type of cloth foundation A, after the root cutting work E, the bottom of the foundation is carved, as shown in Fig. 11, and the ground work is performed with sand, waste concrete D, etc.
After centering and positioning, pouring concrete to form the lower base part B and allowing it to harden, the centering and positioning was again determined and concrete was poured to form the underground beam C.

敢えて、これらベース部分Bと地中梁部分Cと
を同時に一体形成する手段としては、ベース部分
形成用型枠上に垂木材や鉄筋等を架け渡し、その
上に地中梁用型枠を所定間隔位置に載置固定して
施工すれば、一体形成は不可能ではなかつた。
As a means of integrally forming the base part B and the underground beam part C at the same time, it is possible to construct rafters, reinforcing bars, etc. over the formwork for forming the base part, and then place the formwork for the underground beam on top of it. If the construction was carried out by placing and fixing them at intervals, it would not be impossible to form them in one piece.

<考案が解決しようとする問題点> しかしながら、垂木材等の木材を使用して地中
に埋め殺しとすることは、木材が早期に腐蝕し、
白蟻の恰好な巣となるなどの問題があつて許され
ず、また、鉄筋等を使用すると、ベース用型枠へ
の確実な固定並びに地中梁用型枠の確実な位置固
定などが出来難く、かつ、異常に手数を要するこ
とから、一般的には前者のベース部分と地中梁部
分とを別施工する方法が採られている。しかし、
この別施工方法では、ベース部分Bのコンクリー
ト打設形成後に、その硬化を待つて、改めてその
上に墨入れ芯出し作業をし、型枠組立てとコンク
リート打設を行なわなければならないので、施工
に日数と手数と費用とがかかり、決して良好な手
段ではなかつた。
<Problems that the invention aims to solve> However, using wood such as rafters and burying it underground causes the wood to rot prematurely.
It is not allowed because it creates problems such as becoming a perfect nest for termites, and if reinforcing bars are used, it is difficult to securely fix the base formwork and the position of the underground beam formwork. In addition, since it is extremely time-consuming, a method is generally adopted in which the base part and the underground beam part of the former are constructed separately. but,
In this alternative construction method, after concrete is poured for base part B, it is necessary to wait for the concrete to harden, then ink and center the concrete, and then assemble the formwork and pour the concrete. It took a lot of time, effort, and money, and was by no means a good method.

本考案は、かかる二段工事を廃し、布基礎施工
を一度のコンクリート打設のみで完了でき、か
つ、型枠殊に地中梁用型枠の位置決め及び組立て
作業が極めて容易にでき、布基礎施工が短時日に
容易に低経費で完了できる全く新しい布基礎施工
専用の金具をここに提案するものである。
The present invention eliminates such two-stage construction, allows the construction of a cloth foundation to be completed with only one concrete pouring, and makes positioning and assembly of formwork, especially formwork for underground beams, extremely easy. We hereby propose a completely new metal fitting specifically designed for fabric foundation construction that can be easily completed in a short period of time and at low cost.

<問題点を解決するための手段> 以上の目的を達成するための本考案の構成を、
実施例に対応する第1図乃至第3図を用いて説明
すると、本考案にいう布基礎施工用金具は、布基
礎AにおけるベースB部分形成予定空間B1の両
側方に配置した下部型枠K,Kのコンクリート受
板面K1,K1に形成した小孔K2,K2に挿通
して固定するボルト部1を一端側に有し、長手方
向他端側に偏して複数個の長さ調節用孔21…を
有する二つの中間連結部材2,2と、中央部分に
少くとも一つの連結用孔41を有し両端部に、地
中梁C部分形成予定空間C1の両側方に配置する
上部型枠K,Kの下縁部を受入れる上部型枠受部
3,3を有する上部部材4との三部材から構成さ
れている構造としたものである。
<Means for solving the problems> The structure of the present invention to achieve the above objectives is as follows:
Explaining with reference to FIGS. 1 to 3 corresponding to the embodiment, the cloth foundation construction metal fittings according to the present invention are installed on the lower formwork K disposed on both sides of the space B1 where the base B portion is to be formed in the cloth foundation A. , K has a bolt part 1 on one end side that is inserted into small holes K2, K2 formed in the concrete receiving plate surface K1, K1 and fixed, and is biased toward the other end side in the longitudinal direction for adjusting the length of a plurality of bolts. Two intermediate connecting members 2, 2 having holes 21... and an upper mold having at least one connecting hole 41 in the central portion and disposed at both ends on both sides of the space C1 where underground beam C portion is planned to be formed. The structure is made up of three members: a frame K, and an upper member 4 having an upper formwork receiving part 3, which receives the lower edge of the K.

<作用> このように構成した布基礎施工用金具を、捨て
コン地業D上において相対向して配置したベース
B部分形成用の型枠K,Kのコンクリート受板面
K1,K1に形成した小孔K2,K2にそれぞれ
ボルト部1,1を挿通し、ナツト若しくはフオー
ムタイ6,6によつて固定し、中央部に上端にネ
ジ部51を有する中間支持棒5を介して左右の中
間連結部材2,2と、前記上部部材4とを、任意
の長さ調節用孔21,21と連結用孔41を利用
して連結し、更に、上部部材4の両端側に形成し
た上部型枠受部3,3上に、相対向させた地中梁
C形成用型枠K,Kの下縁部を載置し、地中梁C
形成用空間C1からコンクリートを打設し、ベー
スB部分と地中梁C部分とを一挙に施工形成する
のである。
<Function> The fabric foundation construction metal fittings configured as described above were formed on the concrete receiving plate surfaces K1, K1 of the formworks K, K for forming the base B portions, which were placed facing each other on the concrete construction work D. The bolt parts 1, 1 are inserted into the small holes K2, K2, respectively, and fixed with nuts or form ties 6, 6, and the left and right intermediate connecting members are connected via the intermediate support rod 5 having a threaded part 51 at the upper end in the center. 2, 2 and the upper member 4 are connected using the arbitrary length adjusting holes 21, 21 and the connecting hole 41, and the upper formwork receiving portions are further formed on both end sides of the upper member 4. Place the lower edges of the formwork K, K for forming the underground beam C facing each other on top of 3 and 3, and
Concrete is poured from the forming space C1, and the base B part and underground beam C part are constructed and formed all at once.

<実施例> 以下本考案の実施例について図面に基いて説明
する。
<Examples> Examples of the present invention will be described below based on the drawings.

第1図乃至第3図に示した実施例における本考
案にかかる布基礎施工用金具の概要構造は、前記
問題点を解決するための手段の項に記載したとお
りのものである。而して、該実施例における布基
礎施工用金具は、二つの中間連結部材2,2を、
ベースB部分の横幅W1に対応して伸縮長さ調整
可能な二部材で構成し、独立した上部部材4で上
部型枠受部3,3を構成したものである。而し
て、中間連結部材2,2は帯状金属部材の一端部
11をL字形に曲折し、その内角部を補強板22
で補強し、その外面側に型枠Kへの取付固定用ボ
ルト1を外方に向つて突出形成し、帯状部に多数
の小孔21…を貫通形成した構造とし、前記上部
部材4は帯状金属部材の中央に貫通孔41を形成
するとともに、長手方向両端側をそれぞれ長手方
向に沿つた2分の1幅とし、かつ、それぞれの端
縁部を上方に向けてL字形に折曲形成し上部型枠
受部3,3を形成した構造としたものである。
The general structure of the cloth foundation construction metal fitting according to the present invention in the embodiment shown in FIGS. 1 to 3 is as described in the section of means for solving the above problems. Therefore, the cloth foundation construction metal fittings in this embodiment connect the two intermediate connecting members 2, 2.
It is composed of two members whose extension and contraction length can be adjusted in accordance with the width W1 of the base B portion, and an independent upper member 4 constitutes the upper formwork receiving parts 3, 3. Thus, the intermediate connecting members 2, 2 are made by bending one end 11 of the band-shaped metal member into an L shape, and connecting the inner corner to the reinforcing plate 22.
The upper member 4 has a structure in which bolts 1 for attaching and fixing to the formwork K are formed protruding outward on the outer surface thereof, and a number of small holes 21 are formed through the strip-shaped portion. A through hole 41 is formed in the center of the metal member, and both longitudinal ends are each half the width along the longitudinal direction, and each end edge is bent upward into an L shape. It has a structure in which upper formwork receiving parts 3, 3 are formed.

このようにした布基礎施工用金具を使用するに
は第2図に示したように、布基礎のベースB部分
を形成する予定空間B1の両側に配置した型枠
K,Kの板面K1,K1の小孔K2,K2にボル
ト部1,1を内面側から挿通し、その外面にフオ
ームタイ6,6を螺嵌して固定し、前記第1図に
示したように上方にネジ部51とナツト部52と
を有する支持棒5を用いて第2,3図に示すよう
に、二つの連結部材2,2を連結支持するととも
に、上部部材4を連結部材2,2上に連結固定す
るのである。この上部部材4の中央部に形成した
連結用孔41をネジに形成しておけば、ナツト締
めを必要とせず、ネジ部なし孔とした場合は第3
図に示したようにナツト71を用いて固定しても
よい。
To use such metal fittings for constructing a cloth foundation, as shown in FIG. The bolt parts 1, 1 are inserted into the small holes K2, K2 of K1 from the inner side, and the form ties 6, 6 are screwed into the outer surface of the bolt parts 1, 6 to fix them. As shown in FIGS. 2 and 3, the support rod 5 having a nut portion 52 is used to connect and support the two connecting members 2, 2, and to connect and fix the upper member 4 on the connecting members 2, 2. be. If the connecting hole 41 formed in the center of the upper member 4 is formed into a screw, there is no need to tighten the nut, and if the hole has no threaded part, the third
It may be fixed using a nut 71 as shown in the figure.

而して、その両側に形成した上部型枠受部3,
3上に地中梁C形成用の型枠K,Kを載置配置
し、この型枠K,K間の空間C1にコンクリート
を打設し、地中梁C部分と、ベースB部分とを一
挙に形成するのである。
Thus, the upper formwork receiving portions 3 formed on both sides thereof,
Formworks K and K for forming underground beam C are placed on top of 3, and concrete is placed in the space C1 between these formworks K and K, and the underground beam C portion and base B portion are It is formed all at once.

第4図乃至第8図に示したものは、それぞれ中
間連結部材2,2の別実施例を示したもので、第
4,5図に示した実施例は中間連結部材2,2を
帯状金具で形成し、その延長線上にボルト部1,
1を溶着した構造とし、かつ、これら中間連結部
材2,2と上部部材4とをボルト72とナツト7
1で連結するようにしたものである。
4 to 8 show different embodiments of the intermediate connecting members 2, 2, respectively. In the embodiment shown in FIGS. The bolt part 1 is formed on the extension line of the bolt part 1,
1 is welded, and these intermediate connecting members 2, 2 and the upper member 4 are connected by bolts 72 and nuts 7.
1 to connect them.

本考案は、この実施例から明らかなように、前
記第1〜3図に示した支持棒5は必ずしも必要な
ものではない。
As is clear from this embodiment, the support rod 5 shown in FIGS. 1 to 3 is not necessarily necessary in the present invention.

第6,7図示した実施例はボルト部1,1を中
間連結部材2,2の端部に二つ割り状として溶着
したものとし、一方の部材2を一側において肉厚
分に相当する量だけ段部23を形成し、左右の部
材2,2の上面が揃うようにした構造を示し、第
8図に示したものは中間連結金具2,2を長手方
向に沿つたフランジ部を有するチヤンネル型のも
のとし強度のあるものとした場合の構造を示した
ものである。
In the embodiment shown in Figures 6 and 7, the bolt parts 1, 1 are welded in half to the ends of intermediate connecting members 2, 2, and one member 2 is stepped on one side by an amount corresponding to the wall thickness. Fig. 8 shows a structure in which the upper surfaces of the left and right members 2, 2 are aligned with each other by forming a section 23. This figure shows the structure when it is assumed to be strong and strong.

また、第9図、第10図は上部部材4の別実施
例を示したもので、それぞれ両端部の上部型枠受
部3,3を形成する突起部分の形状に変更を加え
たものである。而して、これらの上部部材4には
その中間部と中間部を挟む両側位置とに連結用孔
41…が形成してあり、第1〜3図に示した支持
棒5を用いても、第4,5図に示したボルト7
2,ナツト71を用いても連結できるようにして
ある実施例を示したものである。
Further, FIGS. 9 and 10 show another embodiment of the upper member 4, in which the shape of the protruding portions forming the upper formwork receivers 3, 3 at both ends is changed, respectively. . These upper members 4 are formed with connecting holes 41 at the intermediate portion and at both sides sandwiching the intermediate portion, so that even if the support rods 5 shown in FIGS. 1 to 3 are used, Bolt 7 shown in Figures 4 and 5
2. This shows an embodiment in which connection can be made using a nut 71.

なお、上部部材4における上部型枠受部3,3
の間隔は、和風建築、洋風建築等によつて中央部
梁Cの幅W2が大体一定しているので和風建築
用、洋風建築用等に応じた間隔のものとしておけ
ば充分需要に対応させることができる。
In addition, the upper formwork receiving parts 3, 3 in the upper member 4
Since the width W2 of the central beam C is generally constant depending on Japanese-style architecture, Western-style architecture, etc., it is sufficient to meet the demand if the intervals are set according to Japanese-style architecture, Western-style architecture, etc. I can do it.

以上本考案の代表的と思われる実施例について
説明したが、本考案は必ずしもこれらの実施例構
造のみに限定されるものではなく、本考案にいう
構成要件を備えかつ、本考案にいう目的を達成
し、以下にいう項かを有する範囲内において適宜
改変して実施することができるものである。
Although the embodiments considered to be representative of the present invention have been described above, the present invention is not necessarily limited to the structures of these embodiments. It can be implemented with appropriate modification within the scope of the following items.

<考案の効果> 本考案にかかる布基礎施工用金具は、中間連結
部材2,2に複数の長さ調節用孔21…を形成し
て伸縮変更できるようにし、ベース部分の幅W1
に対応した調整ができるようにしてあるので、二
部材のみでベース形成用型枠の間隔を保持させる
ことができ、しかもこれら両部材の連結と同時に
その上方に上部部材を連結することができるよう
に構成してあるので、極めて容易にこれら三部材
の連結ができ、同時に地中梁用型枠の位置規制と
載置構造が得られるので、布基礎を一度のコンク
リート打ちで、短時日に、容易に、かつ経済的に
施工できるという顕著な効果を期待することがで
きるに至つたのである。
<Effects of the invention> The cloth foundation construction metal fittings according to the invention have a plurality of length adjustment holes 21 formed in the intermediate connecting members 2, 2 so that they can be expanded and contracted, and the width W1 of the base portion can be changed.
Since it is designed so that adjustments can be made in accordance with Because it is structured as follows, these three members can be connected extremely easily, and at the same time, the position regulation and mounting structure of the formwork for underground beams can be obtained, so the cloth foundation can be easily constructed in a short time by pouring concrete in one go. We have come to expect the remarkable effect of being able to construct it economically and efficiently.

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

第1図乃至第3図は本考案の一実施例を示す図
で、第1図は全部品の分解斜視図、第2図は使用
状態を示す要部の斜視図、第3図はコンクリート
打設状態を示す要部の一部切欠側面図、第4図及
び第5図は別の実施例を示す分解斜視図と組付け
状態を示す側面図、第6図、第8図は中間連結部
材の更に別実施例を示す分解斜視図、第7図は第
6図の実施例の側面図、第9図及び第10図は上
部部材の別実施例を示すそれぞれ斜視図、第11
図は従来方法によつて施工された布基礎を示す縦
断側面図である。 図中Aは布基礎、Bはベース、Cは地中梁、B
1,C1は空間、K,Kは型枠、K1はコンクリ
ート受板面、K2は小孔、1はボルト部、2は中
間連結部材、3は上部型枠受部、4は上部部材、
21は長さ調節用孔、41は連結用孔を示す。
Figures 1 to 3 show an embodiment of the present invention. Figure 1 is an exploded perspective view of all parts, Figure 2 is a perspective view of the main parts showing the state of use, and Figure 3 is a concrete pouring. 4 and 5 are exploded perspective views showing another embodiment and side views showing the assembled state. FIGS. 6 and 8 are intermediate connecting members. 7 is a side view of the embodiment of FIG. 6, FIGS. 9 and 10 are perspective views of another embodiment of the upper member, and FIG.
The figure is a vertical side view showing a cloth foundation constructed by a conventional method. In the diagram, A is a cloth foundation, B is a base, C is an underground beam, B
1, C1 is the space, K, K is the formwork, K1 is the concrete receiving plate surface, K2 is the small hole, 1 is the bolt part, 2 is the intermediate connecting member, 3 is the upper formwork receiving part, 4 is the upper member,
Reference numeral 21 indicates a length adjustment hole, and 41 indicates a connection hole.

Claims (1)

【実用新案登録請求の範囲】 布基礎AにおけるベースB部分形成予定空間
B1の両側方に配置した下部型枠K,Kのコン
クリート受板面K1,K1に形成した小孔K
2,K2に挿通して固定するボルト部1を一端
側に有し、長手方向他端側に偏して複数個の長
さ調節用孔21…を有する二つの中間連結部材
2,2と、中央部分に少くとも一つの連結用孔
41を有し両端部に、地中梁C部分形成予定空
間C1の両側方に配置する上部型枠K,Kの下
縁部を受入れる上部型枠受部3,3を有する上
部部材4とから構成されている布基礎施工用金
具。 中間連結部材2,2が平帯状金属材で形成さ
れている実用新案登録請求の範囲第項に記載
の布基礎施工用金具。 中間連結部材2,2が平帯状金属材でその一
端延長部にボルト部1,1,が形成されている
実用新案登録請求の範囲第項に記載の布基礎
施工用金具。 中間連結部材2,2が平帯状金属材でその一
端部がL字形に折曲され、その外方側にボルト
部1,1が形成されている実用新案登録請求の
範囲第項に記載の布基礎施工用金具。 上部部材4が平帯状金属材で形成されている
実用新案登録請求の範囲第項に記載の布基礎
施工用金具。
[Claims for Utility Model Registration] Small holes K formed in the concrete receiving plate surfaces K1, K1 of the lower formwork K, K placed on both sides of the space B1 where the base B part is to be formed in the cloth foundation A.
2, two intermediate connecting members 2, 2 having a bolt part 1 on one end side to be inserted into and fixed to K2, and having a plurality of length adjustment holes 21 biased toward the other end side in the longitudinal direction; An upper formwork receiving part that has at least one connecting hole 41 in the center part and receives the lower edges of the upper formworks K, K placed on both sides of the space C1 in which the underground beam C part is to be formed, at both ends. A metal fitting for constructing a cloth foundation, which is composed of an upper member 4 having 3, 3. A metal fitting for constructing a cloth foundation according to claim 1, wherein the intermediate connecting members 2, 2 are formed of a flat metal material. A metal fitting for constructing a cloth foundation according to claim 1, wherein the intermediate connecting members 2, 2 are made of a flat band-shaped metal material, and a bolt portion 1, 1 is formed at one end extension thereof. The cloth according to claim 1, wherein the intermediate connecting members 2, 2 are made of a flat band-shaped metal material, one end of which is bent into an L-shape, and bolt parts 1, 1 are formed on the outer side thereof. Metal fittings for foundation construction. A metal fitting for constructing a cloth foundation according to claim 1, wherein the upper member 4 is formed of a flat metal material.
JP12056086U 1986-08-05 1986-08-05 Expired JPH0352916Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12056086U JPH0352916Y2 (en) 1986-08-05 1986-08-05

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12056086U JPH0352916Y2 (en) 1986-08-05 1986-08-05

Publications (2)

Publication Number Publication Date
JPS6327648U JPS6327648U (en) 1988-02-23
JPH0352916Y2 true JPH0352916Y2 (en) 1991-11-18

Family

ID=31008986

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12056086U Expired JPH0352916Y2 (en) 1986-08-05 1986-08-05

Country Status (1)

Country Link
JP (1) JPH0352916Y2 (en)

Also Published As

Publication number Publication date
JPS6327648U (en) 1988-02-23

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