JP3052614U - Pile-building adjustment measuring machine - Google Patents

Pile-building adjustment measuring machine

Info

Publication number
JP3052614U
JP3052614U JP1998001789U JP178998U JP3052614U JP 3052614 U JP3052614 U JP 3052614U JP 1998001789 U JP1998001789 U JP 1998001789U JP 178998 U JP178998 U JP 178998U JP 3052614 U JP3052614 U JP 3052614U
Authority
JP
Japan
Prior art keywords
pile
vertical line
construction
center
circular ring
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
JP1998001789U
Other languages
Japanese (ja)
Inventor
保 松元
健一 石田
正三 山尾
Original Assignee
大栄高圧株式会社
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
Application filed by 大栄高圧株式会社 filed Critical 大栄高圧株式会社
Priority to JP1998001789U priority Critical patent/JP3052614U/en
Application granted granted Critical
Publication of JP3052614U publication Critical patent/JP3052614U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

(57)【要約】 【課題】 基礎杭の建込みにおいて、平面的な位置・杭
の方向傾斜・杭軸の鉛直性などの精度を向上させる共
に、施工の為の測定時間の短縮化を実現する。 【解決手段】 円形リング内の尖頭部を基準点として、
建込み杭を目視して、杭心及び杭の外周立線が、測定板
内に設けられた杭心基準縦線及び等間隔基準縦線に照合
して、平面位置・方向傾斜・鉛直性を確認した上で施工
する事により、杭の建込み精度及び施工測定時間の短縮
を図ることを目的とする。
(57) [Summary] [Problem] In building a foundation pile, while improving the accuracy such as the planar position, the inclination of the pile direction, the verticality of the pile axis, etc., the measurement time for construction is shortened. I do. SOLUTION: A pointed head in a circular ring is used as a reference point.
Visually check the pile and check the vertical position, directional inclination, and verticality of the pile center and the vertical line of the outer periphery of the pile by checking the vertical line of the pile center and the vertical line of the regular interval provided in the measurement plate. The purpose is to reduce the pile installation accuracy and the construction measurement time by performing construction after confirmation.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は、基礎杭施工時の建込み精度の向上と施工時間の短縮化を図るための ものであり、詳しくは平面的な建込み位置、杭の方向傾斜、杭軸の鉛直測定を迅 速且つ正確にするためのものである。 The purpose of this invention is to improve the installation accuracy and shorten the construction time during foundation pile construction.Specifically, it quickly measures the vertical construction position, pile direction inclination, and vertical axis of the pile axis. And for accuracy.

【0002】[0002]

【従来の技術】[Prior art]

従来、建込み時の平面的な位置、杭の方向傾斜、杭軸の直線性を測定するもの として、下げ振りあるいは測角測量機(トランシット)を用いて、杭の鉛直性を 杭心に照合させて施工することが通常であった。 Conventionally, the vertical position of a pile, the inclination of a pile, and the linearity of a pile axis have been measured using a plumb bob or a goniometer (transit) to check the verticality of the pile against the pile center. It was usual to perform the construction.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the invention]

従来の技術では、判断基準となるものが杭本体縦線のみであったため、調整時 間がかかり、且つ正確性に欠けるという問題点があった。 In the prior art, since only the vertical line of the pile main body was used as a criterion, there was a problem that it took a long time to adjust and lacked accuracy.

【0004】 また、判断材料が一つしかない為に、測定者の恣意的な職業上の勘と熟練者の 経験に頼らざるを得ないという問題があった。[0004] Further, there is a problem that since there is only one judgment material, it is necessary to rely on an arbitrary professional intuition of a measurer and experience of a skilled person.

【0005】 さらに、下げ振りを使用する場合においては、風の流れにより鉛直が定まりに くいという問題点があった。[0005] Furthermore, when using the down swing, there is a problem that the vertical is hard to be determined by the flow of the wind.

【0006】 本考案は、従来の技術の有するこの様な問題点に鑑みてなされたものであり、 その目的とするところは、簡単な作業と測定器具により、建込み精度を向上させ 杭心ずれ、杭の方向傾斜を防止すると同時に施工時間の短縮化を図るものとして 考案された器具である。[0006] The present invention has been made in view of the above-mentioned problems of the conventional technology, and the purpose of the present invention is to improve the installation accuracy by a simple operation and a measuring instrument, and to improve the pile center displacement. This is a device designed to prevent the pile from tilting and to shorten the construction time.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するために、次の様な測定器具を考案した。円形リング内に基 準点として尖頭部を設け、尖頭部より測定板を透し、杭を目視して杭心及び杭の 外周立線を杭心指標縦線と等間隔基準縦線により、測定する手段を用いている。 To achieve the above object, the following measuring instrument was devised. A sharp point is provided as a reference point in the circular ring, the measuring plate is passed through the sharp point, the pile is visually observed, and the pile center and the vertical line of the outer periphery of the pile are indicated by the vertical line with the pile center index vertical line and the equidistant reference vertical line. And means for measuring.

【0008】[0008]

【考案の実施の形態】[Embodiment of the invention]

実施の形態として、当該測定器具は以下の様な構造を有している。全体斜視図 固定板1に、円形リング支持棒2を溶着させる。円形リング3と上下調整棒4を 鋲着合体させ一体化し、上下調整棒の下端を円形リング支持棒に挿入させ、蝶螺 子で固定する。他方、斜視図左端部には、測定板支持棒5を、測定板支持棒は、 固定板面上を円弧状に滑動するものとする。測定板6は、測定板上下調整棒7に より支持され、鋲着により一体化させる。測定板上下調整棒の下端を測定板支持 棒に挿入し、蝶螺子で固定する。 As an embodiment, the measuring instrument has the following structure. Entire perspective view A circular ring support rod 2 is welded to a fixing plate 1. The circular ring 3 and the upper and lower adjustment rods 4 are stuck together and integrated, and the lower ends of the upper and lower adjustment rods are inserted into the circular ring support rods and fixed with the thumb screws. On the other hand, at the left end of the perspective view, the measuring plate supporting rod 5 slides in an arc on the fixed plate surface. The measurement plate 6 is supported by the measurement plate vertical adjustment rod 7 and is integrated by tacking. Insert the lower end of the vertical adjustment rod of the measuring plate into the supporting rod of the measuring plate and fix it with the thumbscrew.

【0009】 測定板内部にはナイロン糸を用いて、杭心指標縦線目印8を中心とする杭心指 標縦線9、等間隔基準縦線10を設置し、これらを鉛直で水平に交差する基準横 線11を張着する。又、上部枠材の中心位置に水平器12を設ける。A pile center index vertical line 9 centered on a pile center index vertical line mark 8 and an equally-spaced reference vertical line 10 are installed using a nylon thread inside the measurement plate, and these are vertically and horizontally crossed. The reference horizontal line 11 to be attached is stuck. Further, a horizontal unit 12 is provided at a center position of the upper frame member.

【0010】 建込み調整測定器具は、以下の要領で操作する。測定板上部の水平器を利用し て、器具全体を水平に設定する。水平でない場合には、回転締め金具13の微調 整により水平を実現する。然る後、杭本体を円形リング尖頭部14より目視する 。視線を通して杭本体の杭心と杭心指標縦線が一直線に重なり合っていれば適合 となる。杭心と杭心指標縦線が重なり合っていない場合には、測定板支持棒を固 定板面上で滑動させ、水平を実現する。[0010] The built-in adjustment measuring instrument operates in the following manner. Use the level at the top of the measuring plate to set the whole instrument horizontal. If it is not horizontal, horizontal adjustment is realized by fine adjustment of the rotary fastener 13. After that, the pile body is visually observed from the circular ring pointed head 14. If the pile center of the pile body and the vertical line of the pile center index overlap straight through the line of sight, it is compatible. When the pile center and the vertical line of the pile center index do not overlap, slide the measuring plate support rod on the fixed plate surface to achieve horizontality.

【0011】 上記の操作と平行して、杭の外周立線と等間隔基準縦線を目安にして、左右縦 枠部材の内部位置からの外周立線までの長さが等しいか、等しくないかを測定す る。等しくない場合には、杭心位置・杭心指標縦線を基準として微調整を行う。[0011] In parallel with the above operation, using the outer peripheral vertical line of the pile and the equally-spaced reference vertical line as a guide, whether the length from the internal position of the left and right vertical frame members to the outer peripheral vertical line is equal or not equal. Measure. If they are not equal, fine adjustment is performed based on the position of the center of the pile and the vertical line of the index of the center of the pile.

【0012】 以上の作業は、杭打機操作者と測定器具観察者が相互に会話を交わしながら杭 本体、測定器具を調節させて、平面的な杭の建込み位置、杭の方向傾斜、杭軸の 鉛直性を確認しながら進めるものとする。[0012] The above operations are performed by adjusting the pile body and the measuring instrument while the pile driver operator and the measuring instrument observer exchange conversation with each other, and setting the flat pile installation position, the pile direction inclination, the pile orientation, and the like. It will proceed while checking the verticality of the shaft.

【0013】[0013]

【実施例】【Example】

工場内において、杭建込み調節測定機を用いて実験施工を行った結果は、以下 の様になった。長さ5m、直径400φの杭を、一辺を5mとする正方形のそれ ぞれの四隅に杭心位置がくるように施工した。杭心ずれの管理値としてはD/4 かつ10cm以内(D:杭の外径)とされている(参考、杭施工基礎便覧、日本道 路協会発行)が、杭建込み調節測定機を用いて施工した結果の杭心ずれは、各々 2cm、1.5cm、1.0cm、1.5cmとなり、すべて5cm以内であった。又、杭心 調節時間も杭1本につき、トランシットを用いた場合は通常3分内外の時間を要 するも、1分以内で杭心位置が確定できた。 The results of the experiment conducted using the pile-building adjustment measuring machine in the factory are as follows. Piles with a length of 5 m and a diameter of 400φ were constructed so that the center of the pile was located at each of the four corners of a square having a side of 5 m. The management value of the pile misalignment is assumed to be D / 4 and within 10 cm (D: outside diameter of the pile) (Reference, Pile Construction Handbook, published by Japan Road Association). As a result, the misalignment of the pile centers was 2 cm, 1.5 cm, 1.0 cm, and 1.5 cm, respectively, all within 5 cm. In addition, the time required for adjusting the center of the pile was determined within one minute, although transit time usually required within 3 minutes when using a transit per pile.

【0014】[0014]

【考案の効果】[Effect of the invention]

本考案のような創意工夫を加えたことにより、以下の実用上の効果がある。 (1)設計者が作成する杭割図について、打設される杭位置の精度が向上したこ とにより、企図した設計通りの地盤支持力が得られるようになった。 (2)風の向き、風速などの気象条件に左右されることなく、建込み杭の調整が 出来るようになった。 (3)測定者が、熟練者、未熟練者を問わずに、標準化された正確な杭の建込み が可能となった。 (4)建込み杭の調節時間が短縮された。 The following practical effects are obtained by adding the ingenuity as in the present invention. (1) The improved pile placement accuracy of the pile layout diagram created by the designer has enabled the ground support force to be achieved as designed. (2) The piles can be adjusted without being affected by weather conditions such as wind direction and wind speed. (3) Standardized and accurate piles can be built by the measurer regardless of skilled or unskilled person. (4) The adjustment time of the built-in pile was shortened.

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

【図1】本考案の器具の全体斜視図である。FIG. 1 is an overall perspective view of the device of the present invention.

【図2】測定器具の側面図である。FIG. 2 is a side view of the measuring instrument.

【図3】測定器具内部からの測定板要部斜視図である。FIG. 3 is a perspective view of a main part of a measuring plate from the inside of the measuring instrument.

【図4】円形リングの要部斜視図である。FIG. 4 is a perspective view of a main part of a circular ring.

【符号の説明】[Explanation of symbols]

1 固定板 2 円形リング支持棒 3 円形リング 4 上下調節棒 5 測定板支持棒 6 測定板 7 測定板上下調節棒 8 杭心指標縦線目印 9 杭心指標縦線 10 等間隔基準縦線 11 基準横線 12 水平器 13 回転締め金具 14 円形リング尖頭部 DESCRIPTION OF SYMBOLS 1 Fixing plate 2 Circular ring support rod 3 Circular ring 4 Vertical adjustment rod 5 Measurement plate support rod 6 Measurement plate 7 Measurement plate vertical adjustment rod 8 Pile center index vertical line mark 9 Pile center index vertical line 10 Equidistant reference vertical line 11 Reference Horizontal line 12 Level device 13 Rotating clamp 14 Circular ring point

Claims (1)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 基礎杭の建込みにおいて、正面及び側面
の二方向より円形状リング内部の尖頭部より測定板を透
視して杭を目視し、杭本体の中心縦線と杭心指標縦線と
が相互に重なり合い、且つ杭本体の外周立線を等間隔基
準縦線に基づき照合した場合に、対象となる左右の長さ
が一致するように測定器具及び杭本体を調節して施工す
ることにより、平面的な建込み位置、杭の方向傾斜、杭
軸の鉛直性を測定、調整することを特徴とする杭建込み
調節測定機。
In the construction of a foundation pile, a pile is visually observed through a measuring plate from a point inside a circular ring in two directions, front and side, and the pile is visually observed. When the lines overlap with each other, and when the outer perimeter of the pile body is collated based on the equally-spaced reference vertical line, the measuring instrument and the pile body are adjusted so that the target left and right lengths match, and the work is performed. A pile setting adjustment measuring machine characterized in that it measures and adjusts a planar setting position, a pile direction inclination, and a verticality of a pile axis.
JP1998001789U 1998-03-25 1998-03-25 Pile-building adjustment measuring machine Expired - Lifetime JP3052614U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1998001789U JP3052614U (en) 1998-03-25 1998-03-25 Pile-building adjustment measuring machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1998001789U JP3052614U (en) 1998-03-25 1998-03-25 Pile-building adjustment measuring machine

Publications (1)

Publication Number Publication Date
JP3052614U true JP3052614U (en) 1998-09-29

Family

ID=43186724

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1998001789U Expired - Lifetime JP3052614U (en) 1998-03-25 1998-03-25 Pile-building adjustment measuring machine

Country Status (1)

Country Link
JP (1) JP3052614U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108645380A (en) * 2018-04-28 2018-10-12 中国冶集团有限公司 Foundation pit gradient measuring device and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108645380A (en) * 2018-04-28 2018-10-12 中国冶集团有限公司 Foundation pit gradient measuring device and method

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