JP2003213688A - Automatic recording method and device of burying method - Google Patents

Automatic recording method and device of burying method

Info

Publication number
JP2003213688A
JP2003213688A JP2002054933A JP2002054933A JP2003213688A JP 2003213688 A JP2003213688 A JP 2003213688A JP 2002054933 A JP2002054933 A JP 2002054933A JP 2002054933 A JP2002054933 A JP 2002054933A JP 2003213688 A JP2003213688 A JP 2003213688A
Authority
JP
Japan
Prior art keywords
recording
construction
value
storage
time
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.)
Granted
Application number
JP2002054933A
Other languages
Japanese (ja)
Other versions
JP3947764B2 (en
Inventor
Akira Kimura
暁 木村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sanwa Kizai Co Ltd
Original Assignee
Sanwa Kizai Co Ltd
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 Sanwa Kizai Co Ltd filed Critical Sanwa Kizai Co Ltd
Priority to JP2002054933A priority Critical patent/JP3947764B2/en
Publication of JP2003213688A publication Critical patent/JP2003213688A/en
Application granted granted Critical
Publication of JP3947764B2 publication Critical patent/JP3947764B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To eliminate an artificial mistake or lack of recording for construction record such as time lag, delay of recording timing, or forgetting to measure in the root compaction of a burying method and to remove the waste of a recording medium and reduce the personnel for operating a recording device. <P>SOLUTION: This device comprises a storage device for regularly storing various data from a sensor for a prescribed time and updating the storage every fixed time. When the values of a single or more determined single data items of various data items are set values or more and continued for a determined time or more, a construction recording device 2 is operated to start a recording, including the storage from a prescribed time before stored in the storage device, and when the values of the single or more determined data items are less than the set values and continued for the determined time or more, the construction recording device 2 is stopped. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、埋込工法における
建設作業時の各種データを記録する装置において、作業
状態を自動認識させることによる自動記録方法及び装置
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an automatic recording method and device for automatically recognizing a work state in a device for recording various data during a construction work in an embedding method.

【0002】[0002]

【従来の技術】アースオーガーにおける埋込工法の基礎
杭根固め造成において、先端部に噴射孔を持つビットを
取付けたオーガーにて、掘削しながら杭を沈設させ、杭
が所定の支持層に達した後、オーガーを逆回転させ先端
部の掘削翼を拡翼させるとともにセメントミルク噴射
し、所定速度でビットを引き揚げ、所定径・所定強度の
杭よりも大きな直径の拡大球根を築造する中掘拡大根固
め工法がある。
2. Description of the Related Art In a foundation pile foundation construction of a grounding auger method, an auger equipped with a bit having an injection hole at its tip is used to dig the pile while excavating it until the pile reaches a predetermined supporting layer. After that, the auger is rotated in the opposite direction to expand the excavation blade at the tip and at the same time, the cement milk is sprayed, the bit is pulled up at a predetermined speed, and an enlarged bulb with a diameter larger than a pile of a predetermined diameter and a predetermined strength is built. There is a root consolidation method.

【0003】この他、埋込工法の基礎杭根固め造成には
プレボーリング根固め又は拡大根固め工法や回転根固め
工法等種々の工法がある。
In addition to this, there are various methods for embedding foundation piles such as pre-boring root consolidation, expanded root consolidation and rotary root consolidation.

【0004】これらの方法において、施工状況の記録と
しては掘削深度、掘削トルク、掘削時間、地盤支持力、
水又はセメントミルクの噴射量/圧力および時間、セメ
ントミルクへの切替え深度/ビット引き揚げ速度等々が
採取される。
In these methods, the record of the construction status is as follows: excavation depth, excavation torque, excavation time, ground support force,
The injection amount / pressure and time of water or cement milk, switching depth to cement milk / bit withdrawal speed, etc. are sampled.

【0005】これは、管理検査のため、或いは施工業者
の次の施工現場での施工時の参考データとするため、ま
た施工によっては法規制より、セメントミルクの注入量
/ビット引き揚げ速度等の施工基準が設けられているこ
とがあり、この場合、セメントミルクの注入量/ビット
引き揚げ速度等をリアルタイムで記録し、その記録を発
注者に提出しなければならないことがあるためである。
This is for management inspection, or as reference data at the time of construction at the next construction site of the contractor, and depending on the construction, construction such as injection amount of cement milk / bit withdrawal speed is required due to legal regulations. This is because a standard may be set, and in this case, the injection amount of cement milk / bit withdrawal speed and the like may be recorded in real time and the record may be submitted to the orderer.

【0006】尚、施工状況の記録を効率よく採取するに
は、各杭の施工タイミングに合わせ施工記録装置の作動
を開始又は停止する必要がある。
In order to efficiently collect the record of the construction status, it is necessary to start or stop the operation of the construction recording device in accordance with the construction timing of each pile.

【0007】このとき、施工記録装置を操作するための
人員を確保する必要があることは言うに及ばず、人為操
作であるため記録忘れや、記録タイミングの遅れによる
記録の不備が生じていた。
At this time, needless to say, it is necessary to secure the personnel for operating the construction recording device, and because of the manual operation, the recording is forgotten or the recording timing is delayed, resulting in a defective recording.

【0008】これに対し、省力化のため施工記録装置を
操作する人員を省き、施工記録装置を作動状態のまま、
一日中記録させておく方法もあるが、この場合は記録す
る記録用紙、フレキシブルディスク等に無駄が生じ、報
告書等作成時に不要記録部カットの多大な手間と労力を
必要とする。
On the other hand, in order to save labor, personnel for operating the construction recording device are omitted, and the construction recording device is kept in the operating state.
There is also a method of recording all day, but in this case, recording paper, flexible disk, and the like to be recorded are wasted, and a great deal of time and effort is required to cut unnecessary recording portions when preparing a report or the like.

【0009】[0009]

【発明が解決しようとする課題】そこで上記のような問
題を解決し、施工記録装置を記録が必要とされる各施工
作業の施工タイミングに合わせて自動で開始状態とし、
記録不要のタイミングに合わせて自動的に停止状態にす
る方法及び装置を提供せんとするものである。
Therefore, by solving the above problems, the construction recording device is automatically set to the start state in accordance with the construction timing of each construction work requiring recording,
An object of the present invention is to provide a method and an apparatus for automatically stopping the recording at a timing when recording is unnecessary.

【0010】[0010]

【課題を解決するための手段】このため本発明では、記
録が必要な計測項目の内、作業時に計測データ値がある
値以上になり、終了時にある値以下になる項目、即ち必
要記録時間と同期連動して変化するところの記録項目が
存在することに着目し、自動スイッチとしてこれらの信
号を適用し、施工記録装置を開始乃至停止させることに
より上記問題点を解消することができることを見出し
た。
Therefore, according to the present invention, among the measurement items that need to be recorded, the items whose measured data values are above a certain value at the time of work and below a certain value at the end, that is, the required recording time and Focusing on the fact that there are recording items that change synchronously, we found that the above problems can be solved by applying these signals as automatic switches and starting or stopping the construction recording device. .

【0011】手段としては、センサーからの各種データ
を常時所定時間記憶し、一定時間毎にその記憶を更新す
る記憶装置を有し、各種データ項目の内、施工タイミン
グと同期連動変化する単一又は複数のデータ項目を定
め、その値が設定値以上となり、決められた時間以上継
続したとき、前記記憶装置に記憶されている所定時間前
からの記憶を含めて記録を開始し、前記で定めた単一又
は複数のデータ項目の値が設定値以下となり、決められ
た時間以上継続したとき、記録を停止することを特徴と
する自動記録方法及び装置にある。
As means, there is a storage device for storing various data from the sensor for a predetermined time at all times and updating the storage at fixed time intervals. When a plurality of data items are defined, and the value is equal to or greater than the set value and continues for the determined time or longer, recording including the memory from the predetermined time stored in the storage device is started, and the data is defined in the above. An automatic recording method and apparatus are characterized in that recording is stopped when the value of a single or a plurality of data items becomes less than or equal to a set value and continues for a predetermined time or longer.

【0012】これにより予め自動記録装置の電源を入れ
ておけば、必要施工作業記録が自動記録され、施工記録
装置を操作するための人員を削減できるとともに記録不
要部分をカットすることができる。
Thus, if the power of the automatic recording device is turned on in advance, the required construction work record is automatically recorded, the number of personnel for operating the construction recording device can be reduced, and the recording unnecessary portion can be cut.

【0013】[0013]

【発明の実施の形態】本発明の一実施形態として、埋込
工法の内、中掘工法における拡大根固め工法を例にとり
説明する。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described by taking as an example an expansion rooting construction method in a medium excavation construction method among embedding construction methods.

【0014】拡大球根の造成記録が必要な施工タイミン
グと計測項目としてのセメントミルクの流量とが同期連
動していることから、この計測信号データを施工記録装
置2のメモリカード3への記録用自動スイッチとして採
用する。
Since the construction timing required to record the formation of the enlarged bulb and the flow rate of cement milk as a measurement item are synchronously linked, this measurement signal data is automatically recorded on the memory card 3 of the construction recording device 2. Used as a switch.

【0015】ここで、流量計7からの信号で設定流量
(例1リットル/分)以上の瞬時流量が設定時間(例2
秒間)以上連続して続いた場合、自動的に施工記録装置
2のメモリカード3への記録が開始され、次に設定流量
(例1リットル/分)以下になり設定時間(例3秒間)
以上連続して続いた場合、この施工記録装置2のメモリ
カード3への記録が自動停止するよう設定する。
Here, the instantaneous flow rate above the set flow rate (example 1 liter / minute) is set by the signal from the flow meter 7 (set example 2).
If it continues continuously for more than 2 seconds), the recording to the memory card 3 of the construction recording device 2 is automatically started, and then the set flow rate (example 1 liter / minute) or less is reached and the set time (example 3 seconds)
In the case where the above continues, the recording on the memory card 3 of the construction recording device 2 is set to automatically stop.

【0016】以下、図面を参照しながら説明する。A description will be given below with reference to the drawings.

【0017】図1と図3はその一つの実施の形態である
中掘工法の拡大根固め工法における施工管理システムを
示す。即ち、図1はその管理システムの全体の構成を示
し、図2及び図3はそのソフト構成を示す。
FIG. 1 and FIG. 3 show a construction management system in an enlarged root consolidation method of a medium excavation method, which is one of the embodiments. That is, FIG. 1 shows the overall configuration of the management system, and FIGS. 2 and 3 show the software configuration.

【0018】図1は施工機1により、杭の中空部に挿入
したアースオーガーを回転させ、土砂を排出させなが
ら、杭を沈設させ、杭が支持層に達した後、オーガーを
逆回転させ先端部の掘削翼を拡翼させるとともにセメン
トミルク噴射し、所定速度でビットを引き揚げ、所定径
・所定強度の杭よりも大きな直径の拡大根固め球根の築
造を行う全体構成の概略を示すものである。
FIG. 1 shows that the earth auger inserted into the hollow portion of the pile is rotated by the construction machine 1, the pile is sunk while discharging the earth and sand, and after the pile reaches the support layer, the auger is rotated in the reverse direction to make the tip end. This figure shows the outline of the overall structure of expanding the excavation blade of the section and spraying cement milk, lifting the bit at a predetermined speed, and constructing an expanded root-consolidating bulb having a diameter larger than a pile of a predetermined diameter and a predetermined strength. .

【0019】この拡大球根築造時の施工管理記録の一例
として、セメントミルク供給プラント4から電磁流量計
7、高圧ポンプ5及び注入ライン6を通り、杭先端から
噴射されるセメントミルク量(電磁流量計7から)と引
き揚げストローク速度(ストローク検出器9から)並び
に噴射圧力(圧力検出器8から)を施工記録としてメモ
リカード3に自動的に必要部分を記録させる構成を示し
ている。
As an example of the construction management record during the construction of the expanded bulb, the amount of cement milk injected from the tip of the pile from the cement milk supply plant 4 through the electromagnetic flow meter 7, high pressure pump 5 and injection line 6 (electromagnetic flow meter). 7), the lifting stroke speed (from the stroke detector 9) and the injection pressure (from the pressure detector 8) are used as construction records to automatically record the necessary portions in the memory card 3.

【0020】図2は一実施例として、記録開始乃至停止
の自動スイッチ信号とした電磁流量計7からのセメント
ミルク瞬時流量記録図である。例えば瞬時流量が連続し
て1リットル/分以上になり2秒以上経過すると、10
秒前の分からのデータを含め各計測データのメモリカー
ド3への記録が自動的に開始される。又、瞬時流量が連
続して1リットル/分以下になり3秒以上経過するとメ
モリカード3への記録は停止する。(瞬間的な流量の上
下には反応しない。)
FIG. 2 is a diagram showing an instantaneous flow rate of cement milk from the electromagnetic flow meter 7 which is used as an automatic switch signal to start or stop recording, as an example. For example, if the instantaneous flow rate continuously exceeds 1 liter / minute and 2 seconds or more elapse, 10
Recording of each measurement data on the memory card 3 including the data from the minute before second is automatically started. When the instantaneous flow rate continuously decreases to 1 liter / minute or less and 3 seconds or more elapses, recording on the memory card 3 is stopped. (It doesn't react to the instantaneous flow rate up and down.)

【0021】以下、図3のフローチャートに基づいて施
工管理フローを説明する。 (ステップ1)スタートボタンを押すと施工記録装置2
の電源がONとなる。 (ステップ2)各計測装置の電源を自動でONになるよ
うスイッチ選択する。 (ステップ3)各種の計測装置の電源が自動的にONと
なり計測が開始される。 (ステップ4)施工記録装置2内臓の記憶装置に計測信
号の流入が開始される。 (ステップ5)計測装置として本例では電磁流量計7・
圧力検出器8・ストローク検出器9取り付け、その計測
信号を施工記録とし、記憶装置に送り込む。 (ステップ6)設定した時間(例10秒)分の最新の各
計測信号がこの記憶装置に記憶され、設定時間毎(例1
秒)に計測信号が更新される。 (ステップ7)計測信号の内、セメントミルクの瞬時流
量が連続して設定流量(例1リットル/分)以上になり
設定時間(例2秒)以上継続するかどうかをたえず自動
判定する。 (ステップ8)継続しない場合は計測信号の更新が続
く。 (ステップ9)設定時間(例2秒)以上継続した場合、
施工開始と自動的に認識判定する。 (ステップ10)施工開始と自動的に認識判定された
時、記憶されている最新の各計測信号の設定時間(例1
0秒)分がメモリカード3に送り込まれる。 (ステップ11)メモリカード3の記録が自動的に開始
される。 (ステップ12)各計測装置からの計測信号がメモリカ
ード3に送り込まれる。 (ステップ13)計測信号の内、セメントミルクの瞬時
流量が連続して設定流量(例1リットル/分)以下にな
り設定時間(例3秒)以上継続するかどうかをたえず自
動判定する。 (ステップ14)継続しない場合は計測信号のメモリカ
ード3への記録が続く。 (ステップ15)設定時間(例3秒)以上継続した場
合、施工終了と自動的に認識判定する。 (ステップ16)施工終了判定により、メモリカード3
への記録が停止される。 (ステップ17)その日の作業終了時に計測終了ボタン
を押すことで各種の計測装置の電源が自動的にOFFと
なり計測が停止する。 (ステップ18)また、施工記録装置の電源がOFFと
なる。
The construction management flow will be described below with reference to the flowchart of FIG. (Step 1) Press the start button and the construction recording device 2
Is turned on. (Step 2) A switch is selected so that the power of each measuring device is automatically turned on. (Step 3) The power supplies of various measuring devices are automatically turned on and the measurement is started. (Step 4) The measurement signal starts to flow into the storage device built in the construction recording device 2. (Step 5) In this example, the electromagnetic flow meter 7
The pressure detector 8 and the stroke detector 9 are attached, and the measurement signal is recorded as a construction record and sent to the storage device. (Step 6) The latest measured signals for the set time (example 10 seconds) are stored in this storage device, and at each set time (example 1).
Second) the measurement signal is updated. (Step 7) Among the measurement signals, the instantaneous flow rate of cement milk continuously exceeds the set flow rate (example 1 liter / min) and continues for the set time (example 2 seconds) or more, and continuously determines automatically. (Step 8) If not continued, the measurement signal is updated. (Step 9) If you continue for more than the set time (eg 2 seconds),
Automatically recognizes when construction starts. (Step 10) When the construction start is automatically recognized and determined, the set time of each latest stored measurement signal (Example 1)
0 second) minutes are sent to the memory card 3. (Step 11) Recording on the memory card 3 is automatically started. (Step 12) The measurement signal from each measuring device is sent to the memory card 3. (Step 13) Among the measurement signals, the instantaneous flow rate of cement milk is continuously lower than the set flow rate (example 1 liter / minute) and continuously determined for a set time (example 3 seconds) or more automatically. (Step 14) If not continued, recording of the measurement signal in the memory card 3 continues. (Step 15) When the set time (for example, 3 seconds) or more is continued, the construction completion is automatically recognized and determined. (Step 16) The memory card 3 is judged by the completion judgment of construction.
Recording is stopped. (Step 17) By pressing the measurement end button at the end of the work on that day, the power supplies of various measuring devices are automatically turned off and the measurement is stopped. (Step 18) Further, the power of the construction recording device is turned off.

【0018】このようにすることにより、記録は施工記
録装置2に内蔵されている記憶装置が施工記録装置始動
前の所定時間(例10秒間)分の計測値を常時記憶して
いるため、施工認識と記録とのタイムラグがなくなる。
By doing so, the record is always stored in the storage device built in the construction recording device 2 for a predetermined time (eg, 10 seconds) before the construction recording device is started. There is no time lag between recognition and recording.

【0019】また、実施の形態例として、ここでは施工
記録装置2のメモリカード3への計測データ記録開始・
停止を記録が必要な施工タイミングと連動しているセメ
ントミルク流量に同期させたが、施工タイミングと連動
する信号ならどれでもよく、例えば本例でも掘削深度や
オーガー先端部から噴射されるセメントミルクの圧力で
もよい。
Further, as an example of the embodiment, here, the measurement data recording start to the memory card 3 of the construction recording device 2 is started.
The stop was synchronized with the cement milk flow rate that is linked to the construction timing that needs to be recorded, but any signal that is linked to the construction timing may be used. It may be pressure.

【0020】これらにより予め装置の電源を入れておけ
ば、所定時間分(例一日分)の各杭の拡大球根築造作業
で施工記録装置2が施工タイミングを自動認識し、計測
記録が自動的に行われ、必要時間部分のみの記録が可能
となる。
By turning on the power of the device in advance, the construction recording device 2 automatically recognizes the construction timing in the expansion bulb building work of each pile for a predetermined time (eg, one day), and the measurement record is automatically recorded. It is possible to record only the required time.

【0021】[0021]

【発明の効果】以上に説明したように本発明の方法によ
れば、施工記録にタイムラグ、記録タイミングの遅れに
よる記録の不備、記録忘れといった人為的問題が解消さ
れ、自動的に記録が間違いなく行え、記録装置を操作す
るための人員を削減できるとともに記録紙、フレキシブ
ルディスク等の記録媒体の無駄使いがなくなり、報告書
等作成時に不要記録部カットといった多大な手間も省け
る。
As described above, according to the method of the present invention, artificial problems such as time lag in construction recording, incomplete recording due to delay of recording timing, and forgetting of recording are eliminated, and recording is automatically performed without any mistake. Therefore, the number of personnel for operating the recording device can be reduced, and the waste of the recording medium such as the recording paper and the flexible disk is eliminated, and a great deal of labor such as cutting unnecessary recording portions when preparing a report or the like can be saved.

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

【図1】本発明のシステム構成図(標準プロセス管理装
置の図)
FIG. 1 is a system configuration diagram of the present invention (a diagram of a standard process management device)

【図2】セメントミルク注入瞬時流量−時間図[Fig.2] Instantaneous flow rate of cement milk injection-time chart

【図3】自動制御記録のフローチャート図FIG. 3 is a flowchart of automatic control recording.

【符号の説明】[Explanation of symbols]

1 施工機 2 施工記録装置 3 メモリカード(ATAカード) 4 プラント 5 高圧ポンプ 6 注入ライン 7 電磁流量計 8 圧力検出器 9 ストローク検出器 1 construction machine 2 construction recording device 3 Memory card (ATA card) 4 plants 5 high pressure pump 6 injection line 7 Electromagnetic flow meter 8 Pressure detector 9 Stroke detector

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】埋込工法において、センサーからの各種デ
ータを常時所定時間記憶し、一定時間毎にその記憶を更
新する記憶装置を有し、各種データ項目の内、定められ
た単一又は複数のデータ項目の値が設定値以上となり、
決められた時間以上継続したとき、前記記憶装置に記憶
されている所定時間前からの記憶を含めて記録を自動的
に開始し、前記の定められた単一又は複数のデータ項目
の値が設定値以下となり、決められた時間以上継続した
とき、記録を自動的に停止することを特徴とする自動記
録方法。
1. In the embedding method, a storage device is provided for constantly storing various data from a sensor for a predetermined time and updating the storage at fixed time intervals. The value of the data item of is more than the set value,
When it continues for a predetermined time or longer, recording is automatically started including the storage from the predetermined time stored in the storage device, and the value of the specified single or multiple data items is set. An automatic recording method characterized by automatically stopping recording when the value becomes less than or equal to the value and continues for a specified time or longer.
【請求項2】埋込工法において、センサーからの各種デ
ータを常時所定時間記憶し、一定時間毎にその記憶を更
新する記憶装置を有し、各種データ項目の内、定められ
た単一又は複数のデータ項目の値が設定値以上となり、
決められた時間以上継続したとき、前記記憶装置に記憶
されている所定時間前からの記憶を含めて記録を自動的
に開始し、前記の定められた単一又は複数のデータ項目
の値が設定値以下となり、決められた時間以上継続した
とき、記録を自動的に停止することを特徴とする自動記
録装置。
2. In the embedding method, a storage device is provided for constantly storing various data from the sensor for a predetermined time and updating the storage at fixed time intervals. The value of the data item of is more than the set value,
When it continues for a predetermined time or longer, recording is automatically started including the storage from the predetermined time stored in the storage device, and the value of the specified single or multiple data items is set. An automatic recording device characterized by automatically stopping recording when the value becomes less than or equal to a value and continues for a predetermined time or longer.
【請求項3】前記の定められた単一又は複数のデータ項
目が記録を必要とする施工タイミングと同期して変化す
るデータ項目であることを特徴とする請求項2の自動記
録装置。
3. The automatic recording apparatus according to claim 2, wherein the defined single or plural data items are data items which change in synchronization with a construction timing requiring recording.
【請求項4】前記埋込工法における施工が根固め施工で
あることを特徴とする請求項2の自動記録装置。
4. The automatic recording apparatus according to claim 2, wherein the construction in the embedding method is root consolidation construction.
JP2002054933A 2002-01-25 2002-01-25 Automatic recording method and apparatus for embedding method Expired - Fee Related JP3947764B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002054933A JP3947764B2 (en) 2002-01-25 2002-01-25 Automatic recording method and apparatus for embedding method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002054933A JP3947764B2 (en) 2002-01-25 2002-01-25 Automatic recording method and apparatus for embedding method

Publications (2)

Publication Number Publication Date
JP2003213688A true JP2003213688A (en) 2003-07-30
JP3947764B2 JP3947764B2 (en) 2007-07-25

Family

ID=27655560

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3947764B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005325513A (en) * 2004-05-12 2005-11-24 Nippon Steel Corp Construction management method of steel pile
JP2009243186A (en) * 2008-03-31 2009-10-22 Nippon Hume Corp Precast pile erection construction management device
JP2018021335A (en) * 2016-08-02 2018-02-08 ジャパンパイル株式会社 Construction management system of pile and construction management method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005325513A (en) * 2004-05-12 2005-11-24 Nippon Steel Corp Construction management method of steel pile
JP4491274B2 (en) * 2004-05-12 2010-06-30 新日本製鐵株式会社 Steel pile construction management method
JP2009243186A (en) * 2008-03-31 2009-10-22 Nippon Hume Corp Precast pile erection construction management device
JP2018021335A (en) * 2016-08-02 2018-02-08 ジャパンパイル株式会社 Construction management system of pile and construction management method

Also Published As

Publication number Publication date
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