JPH0332581Y2 - - Google Patents

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Publication number
JPH0332581Y2
JPH0332581Y2 JP15902485U JP15902485U JPH0332581Y2 JP H0332581 Y2 JPH0332581 Y2 JP H0332581Y2 JP 15902485 U JP15902485 U JP 15902485U JP 15902485 U JP15902485 U JP 15902485U JP H0332581 Y2 JPH0332581 Y2 JP H0332581Y2
Authority
JP
Japan
Prior art keywords
concrete
foundation
base
cloth foundation
main body
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
JP15902485U
Other languages
Japanese (ja)
Other versions
JPS6266938U (en
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 JP15902485U priority Critical patent/JPH0332581Y2/ja
Publication of JPS6266938U publication Critical patent/JPS6266938U/ja
Application granted granted Critical
Publication of JPH0332581Y2 publication Critical patent/JPH0332581Y2/ja
Expired legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、土台受面部を有する主体の対向側面
部に固定用突部を突設することにより、布基礎天
端の土台載置面を精度よくしかも能率的に形成可
能とする布基礎の天端レベル調節体に関する。
[Detailed description of the invention] (Field of industrial application) The present invention provides a fixing protrusion that protrudes from the opposite side surface of the main body having the foundation receiving surface, so that the foundation placement surface at the top of the cloth foundation can be fixed. This invention relates to a top level adjustment body for a cloth foundation that can be formed accurately and efficiently.

(従来の技術) 建物の布基礎の天端は、土台の坐りをよくする
ために水平に仕上げることが必要であるが、従来
の工法においては、対置された布基礎形成用の型
枠間にコンクリートを打設し、該コンクリートの
養生期間経過後脱型して布基礎基体を形成した
後、該布基礎基体の上端両側に定木を当てがい、
均しモルタルで布基礎の天端を仕上げていた。
(Conventional technology) The top of a building's cloth foundation needs to be finished horizontally to improve the seating of the foundation. After pouring concrete and demolding the concrete after a curing period to form a cloth foundation base, placing fixed trees on both sides of the upper end of the cloth foundation base,
The top of the cloth foundation was finished with leveled mortar.

(考案が解決しようとする問題点) かかる従来工法にあつては、布基礎の構築に、
布基礎基体を形成する工事とその後の天端均し工
事の2工事を必要とし、施工に多くの手間を要し
て施工コストの上昇を招いていた他、工期の長期
化をも招いていた。
(Problems to be solved by the invention) In such conventional construction methods, when constructing a cloth foundation,
Two works were required: forming the cloth foundation base and then leveling the crown, which required a lot of work and caused an increase in construction costs, as well as prolonging the construction period. .

本考案は、前記天端均し工事を不要として、施
工コストの低減化及び工期の短縮を期しうるよう
に構成された布基礎に天端レベル調節体に提供を
目的とする。
The object of the present invention is to provide a top level adjuster for a cloth foundation that is configured to eliminate the need for the above-mentioned top leveling work, thereby reducing construction costs and shortening the construction period.

(問題点を解決するための手段) 本考案に係る布基礎の天端レベル調節体(以下
調節体という)1は、平滑な土台受面部6を有す
る主体7の対向側面部9,9に固定用突部10,
10を突設し、該主体7を、固定用突部10の変
形に伴う弾発作用によつて、対置された布基礎形
成用の型枠2,2間の所要高さ部位に突張り状態
で固定するようにしたことを特徴とする。
(Means for Solving the Problems) A cloth foundation top level adjuster (hereinafter referred to as an adjuster) 1 according to the present invention is fixed to opposing side surfaces 9, 9 of a main body 7 having a smooth base receiving surface 6. protrusion 10,
10 is provided in a protruding manner, and the main body 7 is placed in a protruding state at a required height between the opposed formworks 2 for forming a cloth foundation, due to the elastic force caused by the deformation of the fixing protrusion 10. It is characterized by being fixed with.

(作用) 然して、本考案の調節体1を、固定用突部1
0,10の変形に伴なう弾発作用により、対置さ
れた布基礎形成用の型枠2,2間に突張り状態で
固定するに際し、型枠2,2間に打設されたコン
クリートの養生後において、調節体1の、土台受
面部6より下側の部分17がコンクリート3に埋
着された状態となるよう、型枠2に付された墨出
し線等に合わせて調節体1を所要間隔で固定する
と、コンクリート3養生期間経過後における脱型
により、土台15を載置させうる水平な土台載置
部5が自ずから形成されることとなる。
(Function) Therefore, the adjusting body 1 of the present invention can be fixed to the fixing protrusion 1.
Due to the explosion caused by the deformation of After curing, adjust the adjuster 1 so that the lower part 17 of the adjuster 1 than the base receiving surface 6 is embedded in the concrete 3. When fixed at the required intervals, a horizontal foundation placement portion 5 on which the foundation 15 can be placed will be formed by itself by demolding the concrete 3 after the curing period has elapsed.

(実施例) 以下本考案の実施例を図面に基づいて説明す
る。
(Example) Examples of the present invention will be described below based on the drawings.

図において本考案の調節体1は、対置された布
基礎形成用の型枠2,2間の所要部位に取付けら
れ(第3図参照)、該型枠2,2間に打設された
コンクリート3の養生後において水平な土台載置
部5を形成するものであり(第6図参照)、第1
〜2図に示すごとく、平滑な土台受面部6を有す
る主体7の対向側面部9,9に固定用突部10,
10を突設してなる。なお本実施例においては木
製型枠を対象とし、又調節体1を合成樹脂の一体
成形品としている。
In the figure, the adjusting body 1 of the present invention is attached to a required part between formworks 2 and 2 for forming a cloth foundation that are placed opposite each other (see Fig. 3), and concrete is poured between the formworks 2 and 2. After curing in step 3, a horizontal base mounting portion 5 is formed (see Fig. 6), and
~ As shown in Figure 2, fixing protrusions 10,
10 is installed protrudingly. In this embodiment, a wooden formwork is used, and the adjusting body 1 is an integrally molded product made of synthetic resin.

本考案の調節体1をより具体的に説明すれば次
のごとくである。即ち、 主体7は、第1〜2図に示すごとく、形成され
るべき布基礎の天端幅に略等しい稍細長な矩形板
状をなしかつ上面部11が平滑に形成された土台
受片12の複数を、所要間隔をおいて並設し、隣
り合う土台受片12,12相互をその両端部分下
側において連結片13によつて連結してなり、各
土台受片12……の上面部11……は、土台15
の下面部16を受ける前記土台受面部6となる
(第6図参照)。なお土台受片12の厚さは、型枠
2,2間に打設されたコンクリート3の収縮量等
を考慮し、第6図に示すごとく、該打設されたコ
ンクリートの養生後において、土台受片12の下
側部分(例えば連結片13の上面よりも下の部
分)17がコンクリート3に埋着された状態とな
り、かつ土台受片12の上面部11がコンクリー
ト上面部20よりも稍上方に位置する程度とされ
ている。
The adjusting body 1 of the present invention will be explained in more detail as follows. That is, as shown in FIGS. 1 and 2, the main body 7 is a base support piece 12 having a slightly elongated rectangular plate shape approximately equal to the top width of the cloth foundation to be formed, and having a smooth upper surface portion 11. A plurality of these are arranged side by side at required intervals, and adjacent base support pieces 12, 12 are connected to each other by a connecting piece 13 at the lower side of both ends thereof, and the upper surface of each base support piece 12... 11... is the foundation 15
This becomes the base receiving surface portion 6 that receives the lower surface portion 16 of the base (see FIG. 6). The thickness of the foundation support piece 12 is determined by considering the amount of shrinkage of the concrete 3 placed between the formworks 2, 2, etc., and as shown in FIG. The lower part 17 of the support piece 12 (for example, the part below the upper surface of the connecting piece 13) is embedded in the concrete 3, and the upper surface part 11 of the base support piece 12 is slightly above the concrete upper surface part 20. It is said that it is located at

又各土台受片12……の両端面部には、半硬質
合成樹脂あるいは軟質合成樹脂等からなる例えば
ひげ状の突部21,21が突設されており、主体
7の対向側面部9,9において突出する各突部2
1は、前記固定用突部10,10となる。なお該
固定用突部10,10の突出長さ及びその肉厚等
は、調節体1を型枠2,2間に押し込んだ際に、
主体7両側の固定用突部10,10が型枠2,2
の内面部22,22と接触し、該固定用突部1
0,10の変形に伴なう弾発作用によつて主体7
が突張り状態で固定される程度とする(第4図参
照)。
Further, on both end surfaces of each base receiving piece 12, for example, whisker-shaped protrusions 21, 21 made of semi-hard synthetic resin or soft synthetic resin are protruded, and the opposing side surfaces 9, 9 of the main body 7 Each protrusion 2 protruding in
1 is the fixing protrusion 10, 10. Note that the protruding length and wall thickness of the fixing protrusions 10, 10, etc., when the adjusting body 1 is pushed between the formworks 2, 2,
The fixing protrusions 10, 10 on both sides of the main body 7 are attached to the formwork 2, 2.
in contact with the inner surfaces 22, 22 of the fixing protrusion 1
Due to the deformation of 0 and 10, the main body 7
(See Figure 4).

本実施例においては、最外側に位置する土台受
片12a,12aの両端部に固定片23,23が
(第1図参照)、又該土台受片12a,12aの下
面両端部分にアンカー片25,25が(第2図参
照)、さらに隣り合う土台受片12,12の対向
中央部分にアンカーボルト保持部26が(第1〜
2図、第5図参照)、夫々主体7と一体に設けら
れている。該固定片23は、両型枠2,2への調
節体1の固定を一層確実とするために必要に応じ
て利用されるものであり、調節体1が突張り状態
で型枠2,2間に固定された状態において型枠2
の内面部22と略当接しうる板状をなし(第4図
参照)、その下端縁27は、薄肉連結部29を介
して前記土台受片12の端部上縁30に連設され
ており(第1図参照)、又その中央部分には釘孔
31が設けられている。なお該連設部位の内側に
は、切欠部32を設け、脱型時において固定片2
3と土台受片12とが薄肉連結部29において容
易に切離されるようにしている。前記アンカー片
25は、下方に向かうにつれて幅広である鳩尾状
に形成されている。又前記アンカーボルト保持部
26は、隣り合う土台受片12,12の対向中央
部分下縁部において、小間隔を隔てて平行する2
本の保持片33,33を対向するごとく突設し、
第5図に示すごとく、4本の保持片33,33,
33,33によつてアンカーボルト35の上端部
分を弾性的に保持可能とされている。
In this embodiment, fixing pieces 23, 23 are provided at both ends of the outermost base receiving pieces 12a, 12a (see FIG. 1), and anchor pieces 25 are provided at both ends of the lower surfaces of the base receiving pieces 12a, 12a. , 25 (see FIG. 2), and an anchor bolt holding portion 26 (first to
(see FIGS. 2 and 5), each of which is provided integrally with the main body 7. The fixing piece 23 is used as necessary to further securely fix the adjusting body 1 to both the formworks 2, 2, and is used when the adjusting body 1 is in a tensioned state. Formwork 2 in a state fixed between
(see FIG. 4), and its lower edge 27 is connected to the upper edge 30 of the end of the base receiving piece 12 via a thin connecting portion 29. (See FIG. 1), and a nail hole 31 is provided in the center thereof. Note that a notch 32 is provided on the inside of the continuous portion, so that the fixing piece 2 can be removed during demolding.
3 and the base receiving piece 12 are easily separated at the thin connecting portion 29. The anchor piece 25 is formed into a dovetail shape that becomes wider as it goes downward. Further, the anchor bolt holding portion 26 is formed of two parallel parts separated by a small interval at the lower edges of the opposing center portions of the adjacent base receiving pieces 12, 12.
The book holding pieces 33, 33 are protruded so as to face each other,
As shown in FIG. 5, four holding pieces 33, 33,
The upper end portion of the anchor bolt 35 can be elastically held by the anchor bolts 33, 33.

次に、本実施例に係る調節体1を用いて天端レ
ベルを調節する要領の一例を説明する。
Next, an example of how to adjust the top level using the adjustment body 1 according to this embodiment will be explained.

即ち、先ず第3〜6図に示すごとく、布基礎形
成用の型枠2,2間に所要高さまでコンクリート
3を打設する。なお該型枠2,2の内面には、打
設コンクリート2の養生後において、調節体1の
連結片13上面稍上方下の部分がコンクリート3
に埋着された状態となるよう打設コンクリートの
収縮の程度及び調節体1の厚み等を考慮して墨出
し線(図示せず)が付されている。
That is, first, as shown in FIGS. 3 to 6, concrete 3 is poured to a required height between formworks 2 and 2 for forming a cloth foundation. It should be noted that on the inner surfaces of the formworks 2, 2, after curing of the poured concrete 2, a portion slightly above and below the top surface of the connecting piece 13 of the adjusting body 1 is covered with concrete 3.
Marking lines (not shown) are provided in consideration of the degree of shrinkage of the poured concrete and the thickness of the adjustment body 1 so that the adjustment body 1 is embedded in the concrete.

その後、コンクリートが軟らかい状態におい
て、前記墨出し線に合わせて、調節体1を、その
土台受面部6が水平となるように位置決めしつつ
所要間隔で型枠2,2間に押込むと、各調節体1
は、第4図に示すごとく、固定用突部10,10
の変形に伴なう弾発作用によつて型枠2,2間に
おいて突張り状態となり、さらには固定用突部1
0,10の先端部分が木製型枠2,2の内面部に
食込むことにより、安定状態で固定される。なお
必要に応じ、第3〜4図に示すごとく、固定片2
3が型枠2に釘着される。又本考案の調節体1を
アンカーボルト35の配設部位に取付けるばあい
には、打設コンクリートが硬化するまでの間、ア
ンカーボルト35の上端部分をアンカーボルト保
持部26に保持せしめうる。
Thereafter, when the concrete is soft, the adjusting body 1 is positioned in line with the marking line so that its base receiving surface 6 is horizontal, and is pushed between the formworks 2 at a required interval. Regulator 1
As shown in FIG. 4, the fixing protrusions 10, 10
Due to the elasticity caused by the deformation of the molds 2 and 2, a tension is created between the formworks 2 and 2, and furthermore, the fixing protrusion 1
0 and 10 are stably fixed by biting into the inner surfaces of the wooden forms 2 and 2. If necessary, as shown in Figures 3 and 4, fixing piece 2
3 is nailed to formwork 2. Further, when the adjusting body 1 of the present invention is attached to the location where the anchor bolt 35 is installed, the upper end portion of the anchor bolt 35 can be held by the anchor bolt holding portion 26 until the poured concrete hardens.

打設コンクリートの養生後脱型すると、第6図
に示すごとく、土台15の下面部16を受ける水
平な土台載置面部5が自ずから形成されることと
なる。なお連結片13の上面稍上側下の部分がコ
ンクリート3中に埋着されているために、しかも
本実施例においては、アンカー片25及び保持片
26……がコンクリート3中に食込んだ状態にあ
るために、調節体1の浮上がりが確実に防止され
る。又構築された布基礎において、土台載置面部
5がコンクリート上面部20よりも稍上方に位置
するため、土台15とコンクリート上面部20と
の間に通気間隙36が形成される。又本実施例に
おいては調節体1を、比較的幅狭の矩形板状をな
す土台受片の複数を連結片により間隔をおいて連
結することとし、又各連結片13の両端面部にひ
げ状の突部からなる固定用突部10,10を設け
ているため、主体7と打設コンクリート2との間
に空気が介在したとしても、該空気は土台受片1
2の側端部から、又、固定用突部10,10と型
枠2の内面部22との接触により土台受片12の
側面部9と型枠内面部22との間に形成される隙
間g等から円滑に排出される。従つて特別な脱泡
作業を要さずして緻密な布基礎が構築されること
となる。
When the cast concrete is removed from the mold after curing, a horizontal base mounting surface 5 for receiving the lower surface 16 of the base 15 is automatically formed as shown in FIG. In addition, since the upper and lower parts of the upper surface of the connecting piece 13 are embedded in the concrete 3, in this embodiment, the anchor piece 25 and the holding piece 26... are stuck in the concrete 3. Therefore, lifting of the adjustment body 1 is reliably prevented. Furthermore, in the constructed cloth foundation, since the base mounting surface portion 5 is located slightly above the concrete upper surface portion 20, a ventilation gap 36 is formed between the foundation 15 and the concrete upper surface portion 20. In addition, in this embodiment, the adjusting body 1 has a plurality of relatively narrow rectangular plate-shaped base receiving pieces connected by connecting pieces at intervals, and each connecting piece 13 has whisker-like shapes on both end surfaces. Since the fixing protrusions 10, 10 consisting of protrusions are provided, even if air is present between the main body 7 and the poured concrete 2, the air will flow through the base support piece 1.
2, and the gap formed between the side surface 9 of the base support piece 12 and the inner surface 22 of the formwork 2 due to contact between the fixing protrusions 10, 10 and the inner surface 22 of the formwork 2. It is smoothly discharged from g, etc. Therefore, a dense cloth foundation can be constructed without requiring any special defoaming work.

本考案の調節体1において、主体7の形状は、
前記実施例において示したものに限定されず、平
滑な土台受面部6を有するものでありさえすれば
任意であり、矩形状等の板体としても形成されう
る。特に実施例において示したごとくアンカーボ
ルト保持部26を設けるばあいには、該保持部2
6は、土台受片間に間隔を隔てて架設された一対
の保持片や、放射状の切目によつて形成された三
角形状保持片の集合体等、アンカーボルト35の
上端部分を弾性をもつて保持する各種構成のもの
を採用することができる。
In the adjustment body 1 of the present invention, the shape of the main body 7 is as follows:
It is not limited to what was shown in the above embodiments, but any type may be used as long as it has a smooth base receiving surface 6, and may be formed as a rectangular plate or the like. In particular, when the anchor bolt holding part 26 is provided as shown in the embodiment, the holding part 2
Reference numeral 6 denotes an elastic material for the upper end portion of the anchor bolt 35, such as a pair of retaining pieces installed at intervals between the base receiving pieces, or an assembly of triangular retaining pieces formed by radial cuts. It is possible to employ various configurations for holding the memory.

なお前記実施例において示したばあいとは逆
に、調節体1を型枠2,2間に固定した後、該型
枠2,2間にコンクリートを打設してもよい。
In addition, contrary to the case shown in the above embodiment, concrete may be poured between the formworks 2 and 2 after the adjusting body 1 is fixed between the formworks 2 and 2.

(考案の効果) 本考案の調節体は、土台受面部を有する主体の
対向側面部に弾性体からなる固定用突部を突設し
た結果、該調節体を、固定用突部の変形に伴う弾
発作用によつて布基礎形成用型枠の所要部位に突
張り状態で固定することにより、従来工法におけ
るごとき天端均らし工事を要さずして、布基礎天
端の土台載置面を精度よくしかも能率的に形成で
き、施工コストを低減させうるとともに工期の短
縮をも達成しうる。又調節体の固定を、固定用突
部の変形に伴う弾発作用を利用して行うこととし
ていため、調節体の位置決め固定を簡易、迅速に
行うことができ、しかも対向する型枠の内法にバ
ラツキがあるばあいにも、固定用突部の変形状態
が多少変わることによつて該バラツキが自動的に
吸収される。
(Effect of the invention) The adjusting body of the present invention has a fixing protrusion made of an elastic body protruding from the opposite side surface of the main body having the base receiving surface. By fixing the formwork in a tensioned state to the required part of the formwork for forming the cloth foundation using the elastic force, the foundation mounting surface of the top of the cloth foundation can be easily fixed without requiring the leveling work of the top as in conventional construction methods. can be formed accurately and efficiently, reducing construction costs and shortening the construction period. In addition, since the adjustment body is fixed by utilizing the elastic force caused by the deformation of the fixing protrusion, the adjustment body can be positioned and fixed easily and quickly. Even if there is variation in the fixing protrusion, the variation is automatically absorbed by slightly changing the deformation state of the fixing protrusion.

なお実施例において示したごとく、主体にアン
カーボルト保持部を設けるばあいには、次のよう
な特別な効果を奏する。即ち、従来においては、
アンカーボルトを基礎に植設する際、型枠間に打
設されたコンクリートの適切な硬化時期を見計ら
つてアンカーボルトをコンクリート中に押込んで
いたのであるが、この時期を見計らうことは非常
に困難であつた。ちなみにこの押込時期を見誤る
と、コンクリートが硬化しすぎて、押込みが困難
となり、又構築された布基礎が強度的に不均一な
ものとなる。あるいはコンクリートが軟らかすぎ
て、押込んだアンカーボルトが自重で下がつたり
傾いたりすることとなる。前記アンカーボルト保
持部は、コンクリートが硬化するまでの間、アン
カーボルトの上端部分を安定した固定状態で保持
し、このような問題を解決するのである。
As shown in the embodiments, when the main body is provided with an anchor bolt holding portion, the following special effects are produced. That is, conventionally,
When placing anchor bolts in the foundation, the anchor bolts were pressed into the concrete while waiting for the appropriate time for the concrete poured between the formwork to harden. It was difficult. Incidentally, if you misjudge the timing of this pushing, the concrete will harden too much, making it difficult to push in, and the constructed fabric foundation will have uneven strength. Alternatively, the concrete may be too soft and the anchor bolts pushed in may sag or tilt under their own weight. The anchor bolt holding portion solves this problem by holding the upper end portion of the anchor bolt in a stable fixed state until the concrete hardens.

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

第1〜2図は本考案の一実施例を示す斜視図、
第3図は調節体を型枠間に固定した状態を示す斜
視図、第4図は調節体を型枠間に固定した状態を
示す断面図、第5図はアンカーボルト保持部によ
るアンカーボルトの保持状態を示す説明図、第6
図は形成された土台載置部を土台の載置状態とと
もに示す斜視図である。 1……調節体、6……土台受面部、7……主
体、9……側面部、10……固定用突部。
Figures 1 and 2 are perspective views showing an embodiment of the present invention;
Fig. 3 is a perspective view showing the adjustment body fixed between the formworks, Fig. 4 is a cross-sectional view showing the adjustment body fixed between the formworks, and Fig. 5 is the anchor bolt holding part. Explanatory diagram showing the holding state, No. 6
The figure is a perspective view showing the formed base mounting portion together with the state in which the base is placed. DESCRIPTION OF SYMBOLS 1... Adjustment body, 6... Base receiving surface part, 7... Main body, 9... Side part, 10... Fixing protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 平滑な土台受面部6を有する主体7の対向側面
部9,9に固定用突部10,10を突設し、該主
体7を、固定用突部10の変形に伴なう弾発作用
によつて、対置された布基礎形成用の型枠2,2
間の所要高さ部位に突張り状態で固定するように
したことを特徴とする布基礎の天端レベル調節
体。
Fixing protrusions 10, 10 are provided protrudingly on opposite side surfaces 9, 9 of a main body 7 having a smooth base receiving surface 6, and the main body 7 is used for snapping due to deformation of the fixing protrusions 10. Therefore, the opposed formworks 2, 2 for forming the cloth foundation
A top level adjustment body for a cloth foundation, characterized in that it is fixed in a tensioned state at a required height between the two.
JP15902485U 1985-10-16 1985-10-16 Expired JPH0332581Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15902485U JPH0332581Y2 (en) 1985-10-16 1985-10-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15902485U JPH0332581Y2 (en) 1985-10-16 1985-10-16

Publications (2)

Publication Number Publication Date
JPS6266938U JPS6266938U (en) 1987-04-25
JPH0332581Y2 true JPH0332581Y2 (en) 1991-07-10

Family

ID=31083065

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15902485U Expired JPH0332581Y2 (en) 1985-10-16 1985-10-16

Country Status (1)

Country Link
JP (1) JPH0332581Y2 (en)

Also Published As

Publication number Publication date
JPS6266938U (en) 1987-04-25

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