JPH0332582Y2 - - Google Patents

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Publication number
JPH0332582Y2
JPH0332582Y2 JP15902585U JP15902585U JPH0332582Y2 JP H0332582 Y2 JPH0332582 Y2 JP H0332582Y2 JP 15902585 U JP15902585 U JP 15902585U JP 15902585 U JP15902585 U JP 15902585U JP H0332582 Y2 JPH0332582 Y2 JP H0332582Y2
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JP
Japan
Prior art keywords
base
base member
concrete
locking
holding member
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
JP15902585U
Other languages
Japanese (ja)
Other versions
JPS6266939U (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
Application filed filed Critical
Priority to JP15902585U priority Critical patent/JPH0332582Y2/ja
Publication of JPS6266939U publication Critical patent/JPS6266939U/ja
Application granted granted Critical
Publication of JPH0332582Y2 publication Critical patent/JPH0332582Y2/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、平滑な土台受面部を有するベース部
材と保持部材とからなり、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具に関する。
[Detailed description of the invention] (Field of industrial application) The present invention consists of a base member having a smooth base receiving surface and a holding member, and allows the base mounting surface at the top of the cloth foundation to be placed accurately and efficiently. This invention relates to a top level adjuster for a cloth foundation that can be formed.

(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の天端レベル調節具の提供を
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具(以下
調節具という)1は、平滑な土台受面部7を上面
部分6に有するベース部材2と、第1の係止部2
3を具える水平片部20の両端に上方に折曲する
固定片部21,21を設けた保持部材3とからな
り、該保持部材3は、対置された布基礎形成用の
型枠9,9の所要高さ部位に水平片部20が架け
渡された状態で、両固定片部21,21が型枠
9,9の内面部22,22に釘着されるものと
し、又ベース部材2の上面部分6に、水平片部2
0に設けられている第1の係止部23と固定状態
で係合する第2の係止部13を設け、第1の係止
部23と第2の係止部13との係合状態における
ベース部材2と保持部材3との固定強度を、型枠
9,9間に打設されたコンクリートの養生期間経
過後における脱型時に、ベース部材2と保持部材
3とが、第1、第2の係止部23,13の係合固
定部27において分離されう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 includes a base member 2 having a smooth base receiving surface 7 on the upper surface portion 6; Locking part 2
3, the holding member 3 has fixing pieces 21, 21 bent upward at both ends of a horizontal piece 20 having a horizontal piece 20 having a horizontal piece 20 having a horizontal piece 20 having a horizontal piece 20 having a horizontal piece 20, and a holding member 3 having fixed pieces 21, 21 bent upwardly. Both fixing pieces 21, 21 shall be nailed to the inner surfaces 22, 22 of the formworks 9, with the horizontal piece 20 spanning over the required height of the base member 2. on the upper surface part 6 of the horizontal piece part 2
A second locking portion 13 is provided that engages in a fixed state with the first locking portion 23 provided at The fixing strength between the base member 2 and the holding member 3 is determined as follows: when the concrete cast between the formworks 9 and 9 is demolded after the curing period, the base member 2 and the holding member 3 are It is characterized in that the two locking portions 23, 13 can be separated at the engagement fixing portion 27.

(作用) 然して、保持部材3に設けられている第1の係
止部23と、ベース部材2の上面部分6に設けら
れている第2の係止部13とを介して、ベース部
材2と保持部材3とを固定一体化し、型枠9,9
間にコンクリートが打設された状態において、あ
るいはコンクリートの打設に先立つて、型枠9内
面に付された墨出し線(図示せず)に合わせて水
平片部20を型枠9,9間に架け渡し、かつ両固
定片部21,21を型枠9,9の内面部に釘着固
定し、その際、ベース部材2の、土台受面部7よ
り下側の部分を、コンクリートの収縮の程度を考
慮して、打設コンクリート10に埋入された状態
とする。そしてコンクリートの養生期間経過後脱
型し、保持部材3とベース部材2とを、第1の係
止部23と第2の係止部13との係合固定部27
において分離させると、土台29を載置させうる
水平な土台載置部31が自ずから形成されること
となる。
(Function) Therefore, the base member 2 and The holding member 3 is fixedly integrated with the molds 9, 9.
With concrete placed between them, or prior to concrete placement, the horizontal piece 20 is placed between the formworks 9, 9 in line with marking lines (not shown) made on the inner surface of the formwork 9. and both fixing pieces 21, 21 are nailed and fixed to the inner surfaces of the formworks 9, 9, and at this time, the part of the base member 2 below the foundation receiving surface 7 is fixed to prevent shrinkage of the concrete. Taking into consideration the extent of the damage, it is placed in a state where it is embedded in the poured concrete 10. After the curing period of the concrete has elapsed, the mold is removed, and the holding member 3 and the base member 2 are fixed at the engagement fixing part 27 between the first locking part 23 and the second locking part 13.
When separated at , a horizontal base mounting portion 31 on which the base 29 can be placed is automatically formed.

(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.

第1実施例 第1〜4図において本考案の調節具1は、ベー
ス部材2と保持部材3とからなる。
FIRST EMBODIMENT In FIGS. 1 to 4, an adjuster 1 of the present invention comprises a base member 2 and a holding member 3.

ベース部材2は、例えば正方形状をなす合成樹
脂製板体として形成されるとともに、その外周面
部下側には鍔部5が周設され、該鍔部5の一辺の
長さは、形成されるべき布基礎の天端幅よりも稍
小さく設定され、その上面部分6に平滑な土台受
面部7を有する。又その厚さは、型枠9,9(第
3図参照)間に打設されたコンクリート10の収
縮量を考慮し、第4図に示すごとく、該打設され
たコンクリート10の養生後において下側部分が
コンクリート10に埋着された状態となり、かつ
土台受面部7がコンクリート上面部12よりも稍
上方に位置する程度とされている。さらに、上面
部分6の中央両側に位置させて、細長柱状体13
aからなる第2の係止部13が設けられている。
なお本実施例においては、ベース部材2の下面部
分両側に、鳩尾状のアンカー片14が設けられて
いる。又ベース部材2の中央部分は、上下面部が
凹んだ円形状をなす薄肉部15とされ、その中心
部を起点とする放射状の切目が所要角度ピツチで
設けられ、先端に向かうにつれて薄肉となる三角
形状保持片16の集合からなるアンカーボルト保
持部17が形成されている。そして該アンカーボ
ルト保持部17は、第3図に示すごとく、各保持
片16……の弾性的変形によつてアンカーボルト
19の上端部分を安定状態で保持する。
The base member 2 is formed, for example, as a square-shaped synthetic resin plate, and a flange 5 is provided around the lower side of the outer peripheral surface, and the length of one side of the flange 5 is set as follows. It is set to be slightly smaller than the top width of the base cloth foundation, and has a smooth base receiving surface part 7 on the upper surface part 6. The thickness is determined by considering the amount of shrinkage of the concrete 10 placed between the formworks 9 and 9 (see Fig. 3), and after curing the cast concrete 10 as shown in Fig. 4. The lower portion is embedded in the concrete 10, and the base receiving surface portion 7 is positioned slightly above the concrete upper surface portion 12. Furthermore, the elongated columnar bodies 13 are located on both sides of the center of the upper surface portion 6.
A second locking portion 13 consisting of a is provided.
In this embodiment, dovetail-shaped anchor pieces 14 are provided on both sides of the lower surface of the base member 2. The center portion of the base member 2 is a thin circular portion 15 with concave upper and lower surfaces, and radial cuts starting from the center portion are provided at required angle pitches, and triangular sections that become thinner toward the tip. An anchor bolt holding portion 17 is formed of a set of shape-retaining pieces 16. As shown in FIG. 3, the anchor bolt holding portion 17 holds the upper end portion of the anchor bolt 19 in a stable state by elastic deformation of each holding piece 16.

保持部材3は、合成樹脂の一体成形品又は金属
の折曲体等として形成され、水平片部20の両端
に上方に折曲する固定片部21,21を折曲形成
したコ字状をなし、第3図に示すごとく、両型枠
9,9の所要高さ部位に水平片部20が架け渡さ
れた状態で、両固定片部21,21が該型枠9,
9の内面部22,22に釘着される。又該水平片
部20の両側には、前記細長柱状体13aを挿通
させうる係止孔23a,23aとしての第1の係
止部23,23が設けられるとともに、該水平片
部20中央部には、アンカーボルト19を挿通さ
せうる長孔状の挿通孔25が設けられている。
The holding member 3 is formed as an integrally molded synthetic resin product or a bent metal body, and has a U-shape in which fixing pieces 21, 21 are bent upward at both ends of a horizontal piece 20. As shown in FIG. 3, with the horizontal piece 20 spanning the required height of both formworks 9, 9, both fixed pieces 21, 21 are attached to the formwork 9,
It is nailed to the inner surfaces 22, 22 of 9. Further, first locking portions 23, 23 are provided on both sides of the horizontal piece 20 as locking holes 23a, 23a through which the elongated columnar body 13a can be inserted, and a first locking portion 23, 23 is provided at the center of the horizontal piece 20. An elongated insertion hole 25 into which the anchor bolt 19 can be inserted is provided.

然して、ベース部材2の上面部分と保持部材3
の水平片部20の下面部分とを向かい合わせて細
長柱状体13aを係止孔23aに挿入させた後、
第3図に示すごとく、係止孔23aから突出する
細長柱状体13aの先端部分26を加熱により潰
すことによつて、第1、第2の係止部23,13
を係合固定状態とすると、ベース部材2と保持部
材3とは固定一体化される。
Therefore, the upper surface portion of the base member 2 and the holding member 3
After inserting the elongated columnar body 13a into the locking hole 23a with the lower surface portion of the horizontal piece 20 facing each other,
As shown in FIG. 3, by heating and crushing the tip portion 26 of the elongated columnar body 13a protruding from the locking hole 23a, the first and second locking portions 23, 13
When the base member 2 and the holding member 3 are brought into an engaged and fixed state, the base member 2 and the holding member 3 are fixed and integrated.

次に本実施例に係る調節具1を用いて天端レベ
ルを調節する要領の一例を第2〜4図により説明
する。
Next, an example of how to adjust the top level using the adjustment tool 1 according to this embodiment will be explained with reference to FIGS. 2 to 4.

即ち、先ず第2図に示すごとく、布基礎形成用
の型枠9,9間に所要高さまでコンクリート10
を打設する。なお該型枠9,9の内面には、打設
コンクリート10の養生後において、調節具1の
下側部分がコンクリート10に埋着された状態と
なるよう打設コンクリート10の収縮の程度及び
調節具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。その後、コンクリートが軟
らかい状態において、ベース部材2を保持する保
持部材3を、前記墨出し線にあわせて、所要間隔
で型枠9,9間に釘着固定すると、ベース部材2
は、その下側部分がコンクリート10に埋入され
た状態で、安定状態で配される。又本考案の調節
具1をアンカーボルト19の配設部位に取付ける
ばあいには、打設コンクリート10が硬化するま
での間、アンカーボルト19の上端部分を、それ
が保持部材3の挿通孔25を挿通した状態でアン
カーボルト保持部17に保持せしめうる。打設コ
ンクリートの養生後脱型し、かつ保持部材3とベ
ース部材2とを第1、第2の係止部23,13の
係合固定部27(第3図参照)において分離する
と、第4図に示すごとく、土台29の下面部30
を受ける水平な土台載置面部31が自ずから形成
されることとなる。なおベース部材2の下側部分
がコンクリート10中に埋着されているために、
ベース部材2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31が
コンクリート上面部12よりも稍上方に位置する
ため、土台29とコンクリート上面部12との間
に通気間隙33が形成される。又本実施例におい
ては、ベース部材2の中央部分に、放射状の切目
によつて形成された保持片16の集合からなるア
ンカーボルト保持部17が形成されているため、
ベース部材2と打設コンクリート10との間に空
気が介在したとしても、該空気は、変形した保持
片16,16間に形成される間隙(第3〜4図参
照)g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。
That is, as shown in FIG.
to be poured. In addition, on the inner surfaces of the formworks 9, 9, the degree of contraction of the poured concrete 10 and the adjustment are made so that the lower part of the adjustment tool 1 is embedded in the concrete 10 after the poured concrete 10 has cured. Marking lines (not shown) are provided in consideration of the thickness of the tool 1, etc. Thereafter, when the concrete is soft, the holding member 3 that holds the base member 2 is nailed and fixed between the formworks 9, 9 at the required intervals in line with the marking line, and the base member 2
is placed in a stable state with its lower portion embedded in concrete 10. In addition, when the adjuster 1 of the present invention is attached to the location where the anchor bolt 19 is installed, the upper end portion of the anchor bolt 19 is inserted into the insertion hole 25 of the holding member 3 until the poured concrete 10 hardens. can be held by the anchor bolt holding part 17 in a state where it is inserted. When the cast concrete is removed from the mold after curing and the holding member 3 and the base member 2 are separated at the engagement fixing part 27 (see FIG. 3) of the first and second locking parts 23 and 13, the fourth As shown in the figure, the lower surface 30 of the base 29
A horizontal base mounting surface portion 31 to receive the support is naturally formed. Note that since the lower part of the base member 2 is embedded in the concrete 10,
The base member 2 is reliably prevented from floating. Furthermore, in the constructed cloth foundation, since the base mounting surface portion 31 is located slightly above the concrete upper surface portion 12, a ventilation gap 33 is formed between the foundation 29 and the concrete upper surface portion 12. Furthermore, in this embodiment, an anchor bolt holding portion 17 consisting of a set of holding pieces 16 formed by radial cuts is formed in the center portion of the base member 2.
Even if air is present between the base member 2 and the poured concrete 10, the air is smoothly discharged from the gap (see FIGS. 3 and 4) formed between the deformed holding pieces 16, 16. Ru. Therefore, a dense cloth foundation can be constructed without requiring any special defoaming work.

第2実施例 第5〜7図は、前記実施例におけるばあいと同
様に構成された保持部材3と次のように構成され
たベース部材2とからなる本考案の調節具1の他
の実施例を示す。
Second Embodiment FIGS. 5 to 7 show other embodiments of the adjusting device 1 of the present invention, which comprises a holding member 3 constructed in the same manner as in the previous embodiment and a base member 2 constructed as follows. Give an example.

即ち該ベース部材2は、合成樹脂を用いて一体
成形されており、形成されるべき布基礎の天端幅
よりも稍短い矩形板状をなしかつ平滑な上面部3
4が土台受面部7となる土台受片35の複数(同
図においては2個)を、所要間隔をおいて並設
し、隣り合う土台受片35,35相互をその両端
部分下側において連結片36によつて連結すると
ともに、両連結片36,36の上面中央部分に
は、球状の係止用頭部37を有しかつ上端から基
端に至る切割溝39が設けられてなる第2の係止
部13を突設してなり、その上端は、土台受片3
5の上面部34(即ち土台受面部7)から突出し
ない程度とされている。なお土台受片35の厚さ
は、型枠間に打設されたコンクリートの収縮量等
を考慮し、前記実施例におけるばあいと同様、該
打設されたコンクリートの養生後において、土台
受片35の下側部分(例えば連結片36の上面よ
りも下の部分)がコンクリートに埋着された状態
となり、土台受片35の上面部34がコンクリー
ト上面部よりも稍上方に位置する程度とされてい
る。又隣り合う土台受片35,35の対向中央部
分下縁部には、小間隔を隔てて平行する2本の保
持片40,40が対向するごとく突設されてお
り、4本の保持片40,40,40,40は、第
6図に示すごとく、アンカーボルト19の上端部
分を弾性的に保持するアンカーボルト保持部17
を形成する。なお第5図において41は、土台受
片35,35の下面両端部分に突設された鳩尾状
のアンカー片である。
That is, the base member 2 is integrally molded using synthetic resin, has a rectangular plate shape slightly shorter than the top width of the cloth foundation to be formed, and has a smooth upper surface portion 3.
A plurality of base support pieces 35 (two pieces in the figure), with 4 serving as the base support surface 7, are arranged side by side at a required interval, and adjacent base support pieces 35, 35 are connected to each other at the lower side of both ends thereof. The second connecting piece 36 is connected by a piece 36, and has a spherical locking head 37 and a cut groove 39 extending from the upper end to the base end in the center portion of the upper surface of both the connecting pieces 36, 36. A locking part 13 is provided protrudingly, and the upper end thereof is connected to the base receiving piece 3.
5 (i.e., the base receiving surface 7). The thickness of the foundation support piece 35 is determined by taking into consideration the amount of shrinkage of the concrete placed between the forms, etc., and as in the case of the above embodiment, the thickness of the foundation support piece 35 is determined after curing of the poured concrete. The lower part of the base plate 35 (for example, the part below the upper surface of the connecting piece 36) is embedded in the concrete, and the upper surface part 34 of the base support piece 35 is positioned slightly above the upper surface of the concrete. ing. Further, two parallel holding pieces 40, 40 are protruded from the lower edges of the opposing central parts of the adjacent base receiving pieces 35, 35 so as to face each other with a small interval between them. , 40, 40, 40 are anchor bolt holding parts 17 that elastically hold the upper end portions of the anchor bolts 19, as shown in FIG.
form. In FIG. 5, reference numeral 41 denotes dovetail-shaped anchor pieces protruding from both ends of the lower surfaces of the base receiving pieces 35, 35.

このように構成されたベース部材2と保持部材
3とを固定一体化するには、第7図に示すごと
く、前記第2の係止部13と保持部材3の水平片
に設けられている係止孔としての第1の係止部2
3とを弾性的に嵌合させることによつて行い、脱
型後において保持部材3を持ち上げると、該第
1、第2の係止部23,13が係脱することによ
り、ベース部材2と保持部材3とは、第1、第2
の係止部23,13の係合固定部27において分
離されることとなる。
In order to fix and integrate the base member 2 and the holding member 3 configured in this way, as shown in FIG. First locking part 2 as a stop hole
When the holding member 3 is lifted after demolding, the first and second locking portions 23 and 13 are engaged and disengaged, and the base member 2 and The holding member 3 refers to the first and second
The locking portions 23 and 13 are separated at the engagement fixing portion 27 of the locking portions 23 and 13.

その他の実施例 なお本考案の調節具1において、ベース部材2
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7を有するものであり
さえすれば任意である。又第1の係止部23、第
2の係止部13の構成は、両者が固定状態で係合
しうる各種構成のものを採用できる。なお特に実
施例で示したごとく、ベース部材2にアンカーボ
ルト保持部17を設けるばあいには、該保持部1
7は、土台受片間に間隔を隔てて架設された一対
の保持片等、アンカーボルト19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。
Other Embodiments In addition, in the adjuster 1 of the present invention, the base member 2
The shape is not limited to that shown in the above embodiments, but may be any shape as long as it has a smooth base receiving surface 7. Further, the first locking portion 23 and the second locking portion 13 may have various configurations in which both can be engaged in a fixed state. In particular, as shown in the embodiment, when the anchor bolt holding part 17 is provided on the base member 2, the holding part 1
7 may be of various configurations to elastically hold the upper end portion of the anchor bolt 19, such as a pair of holding pieces installed at a distance between the base receiving pieces.

(考案の効果) 本考案の調節具は、平滑な土台受面を有するベ
ース部材と該ベース部材を保持する保持部材とか
らなる結果、ベース部材を保持する保持部材を、
布基礎形成用型枠の所要高さ部位に固定すること
により、従来工法におけるごとき天端均し工事を
要さずして、布基礎天端の土台載置面を精度よく
しかも能率的に構成でき、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。
(Effects of the invention) The adjuster of the invention consists of a base member having a smooth base receiving surface and a holding member that holds the base member.
By fixing the formwork for forming a cloth foundation at the required height, the foundation mounting surface at the top of the cloth foundation can be configured accurately and efficiently without the need for leveling work as in conventional construction methods. It is possible to reduce construction costs and shorten the construction period.

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
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し込んで
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
なつたり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. In other words, in the past, when placing anchor bolts in foundations, the anchor bolts were pushed into the concrete by checking for the appropriate time for the concrete placed between the formwork to harden. It was extremely difficult to predict. By the way, if you misjudge the timing of this pushing, the concrete will harden too much, making it difficult to push in, or 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 holds the upper end portion of the anchor bolt in a stable fixed state until the concrete hardens,
It solves such problems.

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

第1図は本考案の一実施例を示す斜視図、第2
図は調節具を型枠間に取付けた状態を示す斜視
図、第3図は調節具を型枠間に取付けた状態を示
す断面図、第4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、第5図は本考案
の他の実施例を示す斜視図、第6図は第5図に示
した調節具における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7図
は第5図に示した調節具における第1、第2の係
止部の係合固定状態を説明する断面図である。 1……調節具、2……ベース部材、3……保持
部材、7……土台受面部、13……第2の係止
部、20……水平片部、21……固定片部、23
……第1の係止部。
Fig. 1 is a perspective view showing one embodiment of the present invention;
The figure is a perspective view showing the state in which the adjuster is installed between the formworks, Figure 3 is a sectional view showing the state in which the adjuster is installed between the formworks, and Figure 4 is the formed base resting part on the base. FIG. 5 is a perspective view showing another embodiment of the present invention, and FIG. 6 is an explanation showing the state in which the anchor bolt is held by the anchor bolt holding portion of the adjuster shown in FIG. 5. 7 are sectional views illustrating the engaged and fixed state of the first and second locking portions in the adjuster shown in FIG. 5. DESCRIPTION OF SYMBOLS 1...Adjuster, 2...Base member, 3...Holding member, 7...Base receiving surface part, 13...Second locking part, 20...Horizontal piece part, 21...Fixing piece part, 23
...First locking part.

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7を上面部分6に有するベー
ス部材2と、第1の係止部23を具える水平片部
20の両端に上方に折曲する固定片部21,21
を設けた保持部材3とからなり、該保持部材3
は、対置された布基礎形成用の型枠9,9の所要
高さ部位に水平片部20が架け渡された状態で、
両固定片部21,21が型枠9,9の内面部2
2,22に釘着されるものとし、又ベース部材2
の上面部分6に、水平片部20に設けられている
前記第1の係止部23と固定状態で係合する第2
の係止部13を設け、第1の係止部23と第2の
係止部13との係合状態におけるベース部材2と
保持部材3との固定強度を、型枠9,9間に打設
されたコンクリートの養生期間経過後における脱
型時に、ベース部材2と保持部材3とが、第1、
第2の係止部23,13の係合固定部27におい
て分離されう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具。
A base member 2 having a smooth base receiving surface portion 7 on the upper surface portion 6, and a horizontal piece portion 20 having a first locking portion 23, and fixed piece portions 21, 21 bent upward at both ends thereof.
It consists of a holding member 3 provided with a
is a state in which the horizontal piece 20 is spanned over the required height portion of the opposed formworks 9, 9 for forming a cloth foundation,
Both fixing pieces 21, 21 are attached to the inner surface 2 of the formwork 9, 9.
2, 22, and the base member 2
A second locking portion fixedly engaged with the first locking portion 23 provided on the horizontal piece portion 20 on the upper surface portion 6.
A locking portion 13 is provided, and the fixing strength between the base member 2 and the holding member 3 in the engaged state of the first locking portion 23 and the second locking portion 13 is set between the formworks 9, 9. At the time of demolding after the concrete has been cured, the base member 2 and the holding member 3 are
A top level adjustment device for a cloth foundation, characterized in that it can be separated at the engagement fixing portion 27 of the second locking portions 23, 13.
JP15902585U 1985-10-16 1985-10-16 Expired JPH0332582Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15902585U JPH0332582Y2 (en) 1985-10-16 1985-10-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15902585U JPH0332582Y2 (en) 1985-10-16 1985-10-16

Publications (2)

Publication Number Publication Date
JPS6266939U JPS6266939U (en) 1987-04-25
JPH0332582Y2 true JPH0332582Y2 (en) 1991-07-10

Family

ID=31083067

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15902585U Expired JPH0332582Y2 (en) 1985-10-16 1985-10-16

Country Status (1)

Country Link
JP (1) JPH0332582Y2 (en)

Also Published As

Publication number Publication date
JPS6266939U (en) 1987-04-25

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