JPH054003B2 - - Google Patents
Info
- Publication number
- JPH054003B2 JPH054003B2 JP5815085A JP5815085A JPH054003B2 JP H054003 B2 JPH054003 B2 JP H054003B2 JP 5815085 A JP5815085 A JP 5815085A JP 5815085 A JP5815085 A JP 5815085A JP H054003 B2 JPH054003 B2 JP H054003B2
- Authority
- JP
- Japan
- Prior art keywords
- anchor bolt
- fixing jig
- foundation
- ring groove
- top plate
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 19
- 238000007689 inspection Methods 0.000 claims description 14
- 238000005452 bending Methods 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 241001570513 Potamogeton diversifolius Species 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Foundations (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】
＜産業上の利用分野＞
本発明は、基礎の通りの状態とアンカーボルト
の通りの状態とを夫々一緒に検査することが出来
る検査方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to an inspection method capable of simultaneously inspecting the condition of a foundation and the condition of an anchor bolt.
＜従来の技術＞
従来、建物のコンクリート基礎を構築するに当
たつては第４図に示す如く、両側に鋼製型板１を
起立し、その型板１の上端所定位置に天プレート
２を掛け渡して仮止めし、次にこの天プレート２
に穿孔された数個の穴にアンカーボルト３の頭部
を挿通し、このアンカーボルト３の頭部にナツト
を螺合することによつて天プレート２にアンカー
ボルト３を仮着し、次に水糸４を天プレート２の
所定位置或いはこの天プレート２に仮着されたア
ンカーボルト３の頭部の所定位置に当接すること
によつて、基礎の通り曲がりやこの基礎に取り付
けられたアンカーボルト３の通りの状態を数箇所
でスケールを当て個々に測定していた。<Prior art> Conventionally, when constructing a concrete foundation for a building, as shown in FIG. Hang it over and temporarily fix it, then attach this top plate 2.
The anchor bolt 3 is temporarily attached to the top plate 2 by inserting the head of the anchor bolt 3 into several holes drilled in the top plate 2, and screwing a nut into the head of the anchor bolt 3. By contacting the water thread 4 with a predetermined position of the top plate 2 or a predetermined position of the head of the anchor bolt 3 temporarily attached to the top plate 2, it is possible to bend the foundation or anchor bolt attached to the foundation. Three conditions were measured individually using scales at several locations.
しかし、この測定方法は、その測定手段が面倒
であり、作業時間がかかると共に熟練を要し、し
かもこの測定乃至検査は数人で実施しなければな
らない等の種々の問題があつた。 However, this measuring method has various problems such as the measuring means is cumbersome, the work is time consuming and requires skill, and the measurement or inspection must be carried out by several people.
また、最近になつて、前述の問題点を解決する
技術として、例えば実公昭57−17286号公報に示
すような考案が開発されている。 Furthermore, recently, as a technique for solving the above-mentioned problems, a device as shown in, for example, Japanese Utility Model Publication No. 17286/1986 has been developed.
この考案は、アンカーボルトの芯出しや露出部
分の精度確認等に用いられる水糸保持治具であつ
て、この水糸保持治具の上面及び下面に十字形溝
を設け、かつこの水糸保持治具の十字形溝に水糸
を通し、更に水糸の両端に係止物或いは重なりを
取り付けて水糸を水糸保持治具に固定するように
した技術である。 This invention is a water line holding jig used for centering anchor bolts and checking the accuracy of exposed parts. This technique involves passing a water line through a cross-shaped groove in a jig, and then attaching retaining objects or overlaps to both ends of the water line to fix the water line to a water line holding jig.
＜発明が解決しようとする課題＞
然るに、後者の水糸保持治具を使用する基礎の
通り曲がりの検査方法は、アンカーボルトの芯出
しや、露出部分の精度確認などには有効である
が、この後者の技術は、水糸の両端を水糸保持治
具に係止することによつて保持されるものであ
り、アンカーボルトの相互間隔が異なつた場合に
対応して、多種類の長さの異なる重なり付き水糸
を用意したり、或いは水糸の端部に設けられた重
りの位置をその都度変更しなければならない等の
問題があつた。<Problems to be Solved by the Invention> However, although the latter method of inspecting the bending of a foundation using a thread holding jig is effective for centering anchor bolts and checking the accuracy of exposed parts, In this latter technique, the thread is held by locking both ends of the thread to a thread holding jig, and various lengths can be used to accommodate different spacing between the anchor bolts. There were problems such as having to prepare different overlapping water threads or changing the position of the weight provided at the end of the water thread each time.
本発明に係る検査方法は、前述の従来の問題点
に鑑み開発された技術であつて、特に外周面にリ
ング溝を設けたアンカーボルト固定用治具を用い
ることによつて、基礎の通りの状態とアンカーボ
ルトの通りの状態とを一緒に、素人が一人で簡単
かつ確実に、しかも一種類の水糸を用いて検査す
ることが出来る全く新規な検査方法を提供するも
のである。 The inspection method according to the present invention is a technology developed in view of the above-mentioned conventional problems, and in particular, by using an anchor bolt fixing jig with a ring groove on the outer circumferential surface, it is possible to To provide a completely new inspection method by which an amateur can easily and reliably inspect both the condition and the proper condition of an anchor bolt by one person using one type of water string.
＜課題を解決するための手段＞
本発明に係る検査方法は、前述の従来の問題点
を根本的に改善した技術であつて、その要旨は、
天面にネジ穴と水平溝とを有すると共に、外周面
にリング溝を設けたアンカーボルト固定用治具の
該ネジ穴にアンカーボルトの頭部を螺合し、かつ
該アンカーボルト固定用治具を水平溝が一定方向
に揃えられる如く天プレート上に載置し、更に水
糸の一端を前記リング溝に巻き付けて固定した後
で、該水糸を前記アンカーボルト固定用治具の水
平溝に通すと共に他端に重なりを設けることによ
つて、基礎の通りとアンカーボルトの通りとを
夫々一緒に測定して検査することを特徴とした基
礎の通り曲がりの検査方法である。<Means for Solving the Problems> The inspection method according to the present invention is a technology that fundamentally improves the above-mentioned conventional problems, and its gist is as follows:
An anchor bolt fixing jig having a screw hole and a horizontal groove on the top surface and a ring groove on the outer peripheral surface, the head of the anchor bolt being screwed into the screw hole, and the anchor bolt fixing jig having a screw hole and a horizontal groove on the outer peripheral surface. is placed on the top plate so that the horizontal grooves are aligned in a certain direction, and one end of the water string is wrapped around the ring groove and fixed, and then the water string is placed in the horizontal groove of the anchor bolt fixing jig. This method of inspecting the bending of a foundation is characterized by measuring and inspecting the path of the foundation and the path of the anchor bolt together by passing the anchor bolt through the anchor bolt and providing an overlap at the other end.
＜作用＞
本発明に係る検査方法は上述の如く、天面にネ
ジ穴と水平溝とを有するアンカーボルト固定用治
具を使用して実施するので、アンカーボルトを仮
着する為に、天プレート上に載置配列されたアン
カボルト固定用治具の水平溝に水糸を通すことに
よつて、アンカーボルトの通りの状態とこのアン
カーボルトが埋設されるコンクリート基礎の通り
の状態とを一緒に、しかも正確に検査することが
出来る。更に本検査方法を実施することによつて
全部のアンカーボルトの高さも同時に検査するこ
とが出来る。<Function> As described above, the inspection method according to the present invention is carried out using an anchor bolt fixing jig having screw holes and horizontal grooves on the top surface. By passing a water line through the horizontal groove of the anchor bolt fixing jig arranged above, the condition of the anchor bolt and the condition of the concrete foundation in which the anchor bolt will be buried can be checked together. , and can be inspected accurately. Furthermore, by implementing this inspection method, the heights of all anchor bolts can be inspected at the same time.
更に、本発明では、外周面にリング溝を設けた
アンカーボルト固定用治具を使用するので、前述
の如く水平溝に通された水糸の末端をこのリング
溝に巻き付けることによつて、水糸の末端を簡単
かつ確実に固定することが出来る。 Furthermore, in the present invention, since an anchor bolt fixing jig with a ring groove provided on the outer circumferential surface is used, the end of the water string passed through the horizontal groove is wound around the ring groove as described above, and the water can be removed. The end of the thread can be fixed easily and reliably.
従つて、本発明の方法を実施することによつ
て、アンカーボルトの相互間隔が異なる場合に
も、一種類の水糸を用いて、しかも一人で検査す
ることが可能である。 Therefore, by carrying out the method of the present invention, even if the mutual spacing of the anchor bolts is different, it is possible to perform the inspection using one type of water line and by one person.
＜実施例＞
図により本発明に係る検査方法の一実施例を具
体的に説明すると、第１図乃至第３図に於いて、
５は本発明に使用されるアンカーボルト固定用治
具であつて、筒体６の上面に天面７が設けられる
と共に、この天面７の中心部には、アンカーボル
ト３の頭部が螺合し得るネジ穴８が穿孔されてい
る。<Example> To specifically explain an example of the inspection method according to the present invention with reference to figures, in FIGS. 1 to 3,
Reference numeral 5 denotes an anchor bolt fixing jig used in the present invention, in which a top surface 7 is provided on the top surface of the cylindrical body 6, and the head of the anchor bolt 3 is screwed into the center of the top surface 7. A matching screw hole 8 is drilled.
かつ、このアンカーボルト固定用治具５の天面
７には、ネジ穴８の中心を通る測定用の水平溝９
が穿設され、更に筒体６の外周面には、水糸４の
一端を巻き付けて固定し得るリング溝１０が穿設
されて構成されている。 In addition, the top surface 7 of this anchor bolt fixing jig 5 has a horizontal groove 9 for measurement passing through the center of the screw hole 8.
A ring groove 10 is further formed on the outer circumferential surface of the cylinder 6, in which one end of the water line 4 can be wound and fixed.
次に本発明の検査方法を実施するに当たつて
は、アンカーボルト３の頭部を天プレート２の穴
に挿通した後で、ボルト３の頭部を治具５のネジ
穴８に螺合する。 Next, when carrying out the inspection method of the present invention, after inserting the head of the anchor bolt 3 into the hole in the top plate 2, the head of the bolt 3 is screwed into the screw hole 8 of the jig 5. do.
次に、アンカーボルト固定用治具５を、その天
面７の水平溝９を一定方向に揃えながら天プレー
ト２上に載置することによつて、アンカーボルト
３を天プレート２に仮着する。 Next, the anchor bolts 3 are temporarily attached to the top plate 2 by placing the anchor bolt fixing jig 5 on the top plate 2 while aligning the horizontal grooves 9 on the top surface 7 in a certain direction. .
この状態で水糸４の一端部を該アンカーボルト
固定用治具５に設けられたリング溝１０に巻き付
けて固定し、更にこの水糸４を前記水平溝９に通
すと共に、水糸４の他端に重なりを設けることに
よつて、基礎の通りとアンカーボルト３の通りと
を夫々一緒に測定して検査することが出来る。 In this state, one end of the water line 4 is fixed by being wound around the ring groove 10 provided in the anchor bolt fixing jig 5, and the water line 4 is passed through the horizontal groove 9, and the other end of the water line 4 is fixed. By providing an overlap at the ends, the path of the foundation and the path of the anchor bolt 3 can be measured and inspected together, respectively.
特にアンカーボルト固定用治具５に設けられた
リング溝１０を利用することによつて、水糸４の
末端をこれに簡単に巻き付けて固定することが出
来るので、従来第４図に示す如く数人で検査して
いたものを、一人で検査することが可能である。 In particular, by using the ring groove 10 provided in the anchor bolt fixing jig 5, the end of the water line 4 can be easily wrapped around it and fixed. It is now possible to test by one person what was previously tested by humans.
＜発明の効果＞
本発明に係る検査方法は、上述の如き構成と作
用とを有するので、これを実施することによつ
て、従来スケールを使用して数箇所で個々に検査
していた基礎の通りの状態とアンカーボルトの通
りの状態とを、夫々一緒に一回で簡単かつ正確に
検査することが出来る。<Effects of the Invention> Since the inspection method according to the present invention has the above-described configuration and operation, by implementing this, the basic inspection method, which was conventionally inspected individually at several locations using a scale, can be improved. The street condition and the street condition of the anchor bolt can be easily and accurately inspected at the same time.
更にこの検査に当たつては、従来数人で実施し
ていたものを一人で実施することが出来る。 Furthermore, this test can be carried out by one person, whereas conventionally it was carried out by several people.
しかも、一種類の水糸を用いてアンカーボルト
の間隔が異なる場所も簡単に検査出来る等の特徴
を有するものである。 In addition, it has features such as the ability to easily inspect locations with different anchor bolt spacings using one type of water thread.
第１図乃至第３図は、夫々本願の検査方法を説
明する為の説明図、第４図は従来例を示す説明図
である。
１は型板、２は天プレート、３はアンカーボル
ト、４は水系、５はアンカーボルト固定用治具、
７は天面、９は水平溝、１０はリング溝である。
1 to 3 are explanatory diagrams for explaining the inspection method of the present application, and FIG. 4 is an explanatory diagram showing a conventional example. 1 is a template, 2 is a top plate, 3 is an anchor bolt, 4 is a water system, 5 is an anchor bolt fixing jig,
7 is a top surface, 9 is a horizontal groove, and 10 is a ring groove.
Claims (1)
周面にリング溝を設けたアンカーボルト固定用治
具の該ネジ穴にアンカーボルトの頭部を螺合し、
かつ該アンカーボルト固定用治具を水平溝が一定
方向に揃えられる如く天プレート上に載置し、更
に水糸の一端を前記リング溝に巻き付けて固定し
た後で、該水糸を前記アンカーボルト固定用治具
の水平溝に通すと共に他端に重なりを設けること
によつて、基礎の通りとアンカーボルトの通りと
を夫々一緒に測定して検査することを特徴とした
基礎の通り曲がりの検査方法。1 Screwing the head of the anchor bolt into the screw hole of the anchor bolt fixing jig, which has a screw hole and a horizontal groove on the top surface and a ring groove on the outer peripheral surface,
Then, the anchor bolt fixing jig is placed on the top plate so that the horizontal grooves are aligned in a certain direction, and one end of the water string is wound around the ring groove and fixed, and then the water string is attached to the anchor bolt. An inspection of the bending of the foundation, characterized by measuring and inspecting the path of the foundation and the path of the anchor bolt, respectively, by passing it through a horizontal groove of a fixing jig and providing an overlap at the other end. Method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5815085A JPS61217717A (en) | 1985-03-25 | 1985-03-25 | Inspection for curve of foundation line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5815085A JPS61217717A (en) | 1985-03-25 | 1985-03-25 | Inspection for curve of foundation line |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61217717A JPS61217717A (en) | 1986-09-27 |
| JPH054003B2 true JPH054003B2 (en) | 1993-01-19 |
Family
ID=13075958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5815085A Granted JPS61217717A (en) | 1985-03-25 | 1985-03-25 | Inspection for curve of foundation line |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61217717A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2577110B2 (en) * | 1990-05-08 | 1997-01-29 | 株式会社大林組 | Street accuracy measuring device and street accuracy measuring method at construction site |
| JP4907324B2 (en) * | 2006-12-08 | 2012-03-28 | 旭化成ホームズ株式会社 | Bolt position confirmation jig and bolt position confirmation method |
-
1985
- 1985-03-25 JP JP5815085A patent/JPS61217717A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61217717A (en) | 1986-09-27 |
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