JP2003082983A - Automatic execution state recording method in pipe burying construction method - Google Patents

Automatic execution state recording method in pipe burying construction method

Info

Publication number
JP2003082983A
JP2003082983A JP2001276232A JP2001276232A JP2003082983A JP 2003082983 A JP2003082983 A JP 2003082983A JP 2001276232 A JP2001276232 A JP 2001276232A JP 2001276232 A JP2001276232 A JP 2001276232A JP 2003082983 A JP2003082983 A JP 2003082983A
Authority
JP
Japan
Prior art keywords
pipe
pipe burying
propulsion
burying
recording
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.)
Pending
Application number
JP2001276232A
Other languages
Japanese (ja)
Inventor
Mamoru Saito
藤 衛 齋
Mamoru Hamano
野 衛 濱
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 JP2001276232A priority Critical patent/JP2003082983A/en
Publication of JP2003082983A publication Critical patent/JP2003082983A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce a burden imposed on an operator by automatically recording execution recording required for a control device in a specific operation state of a pipe burying device, and dispensing with operation of the control device by the operator. SOLUTION: This pipe burying construction method pushes and buries a pipe 10 in an excavated space by a jacking device 7 while successively adding the pipe by excavating the tip ground by an auger head 6 on the tip by rotating an auger screw 5 by the pipe burying device 1, and is characterized by automatically inputting recording information to the control device 11 on condition of a combination of an operation state of respective parts of the control device 1 and a jacking position of the pipe 10 by the jacking device 7.

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】本発明は管埋設工法に係り、
特に管の埋設時における管埋設装置の運転状態の必要事
項を自動的に記録させる自動記録方法に関する。
TECHNICAL FIELD The present invention relates to a pipe burying method,
In particular, the present invention relates to an automatic recording method for automatically recording necessary conditions of the operating condition of a pipe burying device when burying a pipe.

【0002】[0002]

【従来の技術】水道管や電線管、その他各種用途に供さ
れる管を地中に埋設する工法として、従来から図1に略
示するような管埋設装置1を用いた管埋設工法が広く実
施されている。
2. Description of the Related Art Conventionally, a pipe burying method using a pipe burying apparatus 1 as schematically shown in FIG. 1 has been widely used as a method for burying a water pipe, a conduit pipe, and other pipes used for various purposes in the ground. It has been implemented.

【0003】この埋設工法に用いられる管埋設装置1
は、地上から開削された立坑2内のガイドレール3上に
駆動部4が進退移動自在に設置され、この駆動部4によ
りオーガスクリュー5を回転駆動してその先端のオーガ
ヘッド6により地盤を掘削するとともに推進装置7(推
進シリンダ)により刃口8および先導管9に続いて埋設
すべき管10,10…を順次継ぎ足しながら押入するこ
とにより地中に管10を埋設して行くようになってい
る。
Pipe burying device 1 used in this burying method
Is installed on a guide rail 3 in a vertical shaft 2 excavated from the ground so that a drive unit 4 can move back and forth. The drive unit 4 rotationally drives an auger screw 5 to excavate the ground by an auger head 6 at its tip. At the same time, the propulsion device 7 (propulsion cylinder) pushes the pipes 10, 10 ... Which are to be embedded subsequently to the blade tip 8 and the tip conduit 9 while sequentially adding the pipes 10, thereby burying the pipe 10 in the ground. There is.

【0004】上記の管埋設装置1を用いた管埋設工法に
おいては、管10の推進方向の変位、推進力、オーガト
ルク等の施工記録が管埋設の一定距離毎に取られてお
り、その記録が発注者に提出され、また施工業者の次の
施工現場での施工時の参考資料とされている。
In the pipe burying method using the pipe burying device 1 described above, construction records such as displacement in the propulsion direction of the pipe 10, propulsive force, auger torque, etc. are taken at a fixed distance of the pipe burying. Is submitted to the orderer and is also used as reference material for construction at the construction site next to the contractor.

【0005】従来では、上記施工記録は管の推進の各作
業手順に合わせて推進状態、中断状態等の各状態での記
録をオペレータが遂一判断し、手動操作により管理装置
11に入力するようになされている。
Conventionally, the operator records the above construction record in each state such as a propulsion state and an interruption state in accordance with each work procedure for propelling the pipe, and the operator finally judges and records the record in the management device 11 by manual operation. Has been done.

【0006】すなわち管埋設装置1の何らかの操作を状
態判断の基準とした場合、オーガスクリュー5の回転、
推進、調整、修正等の操作の組み合わせからそのときの
状態を判断することになる。
That is, when some operation of the pipe burying device 1 is used as a criterion for judging the state, the rotation of the auger screw 5,
The state at that time will be determined from a combination of operations such as promotion, adjustment, and correction.

【0007】[0007]

【発明が解決しようとする課題】いかるに上記従来の状
態判断では、幾通りも組み合わせがあるほか、例外的な
操作も考慮に入れるとその判断を的確に行うことは不可
能に近い。
However, in the above-mentioned conventional state judgment, there are many combinations and it is almost impossible to make the judgment accurately when exceptional operations are taken into consideration.

【0008】したがってこれらの施工記録操作をオペレ
ータに負わせることは、主たる操作である管埋設作業に
管理装置11への入力操作が加わるので、オペレータに
掛る負担が大きくなるという問題があった。
[0008] Therefore, to impose these construction record operations on the operator has a problem that the operator's burden is increased because an input operation to the management device 11 is added to the main operation of burying the pipe.

【0009】本発明は上記の点に鑑み、管埋設装置の特
定の運転状態時に管理装置に自動的に施工記録を記録さ
せ、オペレータの負担を大幅に軽減させることを課題と
してなされたものである。
[0009] In view of the above points, the present invention has been made to solve the problem that the management device automatically records a construction record when the pipe burying device is in a specific operation state, and the burden on the operator is greatly reduced. .

【0010】[0010]

【課題を解決するための手段】上記課題を解決する手段
として本発明は、管埋設装置によりオーガスクリューを
回動してその先端のオーガヘッドにより先端地盤を掘削
し、その掘削跡に管を順次継ぎ足しながら推進装置によ
り押入埋設する管埋設工法において、管埋設装置の各部
の作動状況とその推進装置による管の推進位置との組み
合わせを条件として管理装置への記録情報を自動的に入
力するようにしたことを特徴とする。
As a means for solving the above-mentioned problems, the present invention is to rotate an auger screw by a pipe burying device to excavate a tip ground by an auger head at its tip, and to successively pipe at the excavation mark. In the pipe burying method of pushing and burying with a propulsion device while replenishing, the record information to the management device is automatically input on the condition of the combination of the operating state of each part of the pipe burying device and the propulsion position of the pipe by the propulsion device. It is characterized by having done.

【0011】前記推進位置は、前記推進装置が管を押入
埋設する際の有効ストロークの範囲内とすることが好ま
しい。
The propulsion position is preferably within a range of an effective stroke when the propulsion device push-embeds a pipe.

【0012】こうしたことにより、管が押入埋設途上で
あれば管埋設装置の運転状態(例えばオーガスクリュー
の正転駆動等の条件)を満す限りにおいて管埋設装置に
施工状態が自動的に記録され、上記条件から外れたとき
自動的に停止するので、オペレータがその都度手動操作
による管理装置への入力操作が不要となり、オペレータ
の負荷が軽減される。
[0012] As a result, if the pipe is in the process of being buried, the construction condition is automatically recorded in the pipe embedding device as long as the operating condition of the pipe embedding device (for example, the condition of normal rotation drive of the auger screw) is satisfied. When the above conditions are not satisfied, the operation is automatically stopped, so that the operator does not have to manually perform an input operation to the management device each time, and the operator's load is reduced.

【0013】[0013]

【発明の実施の形態】以下、本発明を図面に示す実施の
形態を参照して説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the embodiments shown in the drawings.

【0014】図3において、管埋設装置1の推進装置7
の全ストロークLaの最前部と最後部にはそれぞれ立坑
2の寸法から制約を受けるため「前方死寸法」、「後方
死寸法」が発生し、これらを除くLを「有効ストロー
ク」とする。
In FIG. 3, the propulsion device 7 of the pipe burying device 1 is shown.
Since the front portion and the rearmost portion of the full stroke La are restricted by the dimensions of the vertical shaft 2, respectively, a “front dead dimension” and a “rear dead dimension” occur, and L excluding these is referred to as an “effective stroke”.

【0015】さらに上記有効ストロークLの前部の50
mm程度を「終了エリア」、後部を「開始エリア」と
し、その間を「施工エリア」とする。なお「開始エリ
ア」は、管10の継ぎ足し作業等に必要な距離である。
Further, 50 at the front of the effective stroke L.
Approximately mm is the "end area", the rear is the "start area", and the area between them is the "construction area". The “starting area” is a distance necessary for adding pipes 10 and the like.

【0016】管埋設装置1による管10の埋設に際し、
その運転状態の把握に、例えば管10の押進動作A、オ
ーガスクリュー5の正転動作Bをファクタとし、それに
図2において推進装置7による推進が「開始エリア」か
ら「施工エリア」へ移行したエリア条件Cを加えて管埋
設装置1の運転状態を把握するようにし、上記A,B,
Cの3条件が満たされているとき管埋装置11へ自動的
に運転状態の記録が入力されるようにする。
When burying the pipe 10 by the pipe burying device 1,
In order to grasp the operation state, for example, the pushing operation A of the pipe 10 and the forward rotation operation B of the auger screw 5 are used as factors, and the propulsion by the propulsion device 7 is shifted from the "start area" to the "construction area" in FIG. The area condition C is added so that the operating state of the pipe burying device 1 can be grasped, and the above A, B,
When the three conditions of C are satisfied, the record of the operating state is automatically input to the tube embedding device 11.

【0017】なお、記録・管埋が必要な例外作業とし
て、推進途中で駆動部4を後退させて進路の修正を行う
場合も、前記条件A,B,Cのすべてが変化しない限
り、すなわち一つの条件でも満たされているとき、例え
ば推進装置7の位置が「施工エリア」にあるという条件
を満たしていれば記録を取り続けるようにされている。
As an exceptional work that requires recording and embedding, even when the drive unit 4 is retracted during propulsion to correct the course, as long as all of the conditions A, B, and C do not change, that is, When the three conditions are satisfied, for example, if the condition that the position of the propulsion device 7 is in the "construction area" is satisfied, the recording is continued.

【0018】こうして推進作業を続行し、推進装置7が
「リセット位置(押切位置)」の「終了エリア」に移っ
たこと、押圧操作が停止したこと、オーガスクリュー5
の駆動が停止したことの3条件が変化した段階で管理装
置11への記録の入力を停止させ、推進装置7の切り離
し、駆動部4の後退、新たな管10のセットを行い、再
び推進装置7による押圧開始、オーガスクリュー5の正
転、推進装置7の「施工エリア」への到達の3条件がす
べて満たされたとき管埋装置11への記録の入力が再開
される。
In this way, the propulsion work is continued, the propulsion device 7 is moved to the "reset position (push-off position)", the "end area", the pressing operation is stopped, and the auger screw 5 is used.
When the three conditions that the driving of the drive has stopped have changed, the recording input to the management device 11 is stopped, the propulsion device 7 is disconnected, the drive unit 4 is retracted, and a new pipe 10 is set, and the propulsion device is restarted. When all three conditions of the pressing start by 7, the normal rotation of the auger screw 5, and the arrival of the propulsion device 7 in the "construction area" are satisfied, the input of the record to the embedding device 11 is restarted.

【0019】このように推進装置7が「施工エリア」に
位置することを条件に加えて記録を取るようにしたこと
により、管埋設装置1の運転状態の記録を要する事項を
人手を介することなく管埋装置11に自動的に入力して
記録を取ることができる。
In this way, since the recording is made in addition to the condition that the propulsion device 7 is located in the "construction area", it is possible to record the operating state of the pipe burying device 1 without human intervention. It is possible to automatically input the data into the embedding device 11 and take a record.

【0020】図4は上記作用のフローチャートを示す。FIG. 4 shows a flow chart of the above operation.

【0021】施工開始(ステップS)の後、手動記録
開始SWのON、OFFがチェックされ(ステップ
)、OFFのとき自動記録のルートに入る。
After the construction is started (step S 1 ), ON / OFF of the manual recording start SW is checked (step S 2 ), and when it is OFF, the automatic recording route is started.

【0022】ここで「管押進動作」の状態のチェック
(ステップS)、「オーガスクリューの正転」のチェ
ック(ステップS)、「推進装置の位置」のチェック
(ステップS)がなされ、これら3条件のすべてが満
たされていれば管埋装置11での自動記録が行われる
(ステップS)。上記ステップ(S〜S)のいず
れかが満たされないときは記録状態には入らない。また
人為的に記録を中断したいときは、手動記録中断SWの
ON、OFFを行って記録を中断する(ステップ
)。
Checking the status of "tube pushing operation"
(Step SThree), Check the "normal rotation of auger screw"
Click (Step SFour), "Propulsion device position" check
(Step S5) Is made and all three of these conditions are met.
If so, automatic recording is performed by the tube embedding device 11.
(Step S6). Step (S)Three~ S5) Izu
If any of them are not satisfied, the recording state will not be entered. Also
If you want to artificially interrupt recording, press the manual recording interrupt switch.
Turn on and off to interrupt recording (step
S 7).

【0023】施工終了SW(ステップS)をONにし
ない限り、前述の3条件をチェックしながらこれら3条
件のいずれかが満たされている間記録をとり続け、また
は手動記録中断SWによる記録中断のサイクルに入る。
Unless the construction end SW (step S 8 ) is turned on, recording is continued while any of these three conditions is satisfied while checking the above-mentioned three conditions, or recording is interrupted by the manual recording interruption switch. To enter the cycle.

【0024】施工終了SWがOFFのとき、管押進動作
(ステップS)、オーガスクリューの正転(ステップ
10)、推進装置の位置(ステップS11)のいずれ
かがONになれば前記サイクルから外れ、個別の記録を
とるループに入る。
If any of the pipe pushing operation (step S 9 ), the auger screw forward rotation (step S 10 ), and the position of the propulsion device (step S 11 ) is turned on when the construction completion switch is off, It goes off the cycle and enters a loop that keeps track of individual records.

【0025】なお上記実施形態では、管10の押進動作
A、オーガスクリュー5の正転駆動Bを管埋設装置1の
運転状態の記録要件の前提条件としているが、他の運転
状態との置換または追加は任意であり、その際において
も推進装置7の存在エリア(施工エリア)を条件に加え
ることは必須とされる。
In the above embodiment, the pushing operation A of the pipe 10 and the normal rotation drive B of the auger screw 5 are preconditions for the recording requirement of the operating condition of the pipe burying device 1, but the replacement with another operating condition is required. Alternatively, addition is optional, and in that case also, it is essential to add the existing area (construction area) of the propulsion device 7 to the condition.

【0026】[0026]

【発明の効果】以上説明したように本発明によれば、管
埋設時における管埋設装置の運転状態の記録を取るに当
たり、その記録を取る管埋装置の操作は該装置自体が状
況を判断して自動的に記録操作を行うので、オペレータ
の負荷が軽減され、またオペレータに管埋装置の存在を
意識させずに本来の推進作業に集中させることができ、
しかも必要時には管埋装置から的確な情報を取り出すこ
とができるので、施工品質の向上に寄与することができ
る。
As described above, according to the present invention, when recording the operation state of the pipe burying device during burying the pipe, the operation of the pipe burying device to record the operation is judged by the device itself. The automatic recording operation reduces the load on the operator and allows the operator to concentrate on the original propulsion work without being aware of the presence of the implantable device.
Moreover, since accurate information can be retrieved from the tube embedding device when necessary, it is possible to contribute to the improvement of construction quality.

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

【図1】本発明を適用する管埋設装置の一例を示す略示
側面図。
FIG. 1 is a schematic side view showing an example of a pipe burying device to which the present invention is applied.

【図2】同、要部の説明図。FIG. 2 is an explanatory diagram of a main part of the same.

【図3】同、推進装置の動作範囲を示す説明図。FIG. 3 is an explanatory diagram showing an operating range of the propulsion device.

【図4】同、作用を示すフローチャート。FIG. 4 is a flowchart showing the same operation.

【符号の説明】[Explanation of symbols]

1 管埋設装置 2 立杭 3 ガイドレール 4 駆動部 5 オーガスクリュー 6 オーガヘッド 7 推進装置 8 刃口 9 先導管 10 管(埋設管) 11 管埋装置 1 Pipe burying device 2 standing piles 3 guide rails 4 drive 5 Auger screw 6 auger head 7 Propulsion device 8 blades 9 Destination conduit 10 pipes (buried pipes) 11 Tube filling device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】管埋設装置によりオーガススクリューを回
動してその先端のオーガヘッドにより先端地盤を掘削
し、その掘削跡に管を順次継ぎ足しながら推進装置によ
り押入埋設する管埋設工法において、管埋設装置の各部
の作動状況とその推進装置による管の推進位置との組み
合わせを条件として管理装置への記録情報を自動的に入
力するようにしたことを特徴とする管埋設工法における
施工状態自動記録方法。
1. A pipe burying method in which an auger screw is rotated by a pipe burying device to excavate a tip ground by an auger head at its tip, and the digging traces are sequentially added by a propulsion device to bury the pipe. A method for automatically recording the construction state in a pipe burying method, characterized in that the record information to the management device is automatically input on the condition that the operating condition of each part of the device and the propulsion position of the pipe by the propulsion device are combined. .
【請求項2】前記推進位置は、前記推進装置が管を押入
埋設する際の有効ストロークの範囲内とされている請求
項1記載の管埋設工法における施工状態自動記録方法。
2. The method for automatically recording a construction state in a pipe burying method according to claim 1, wherein the propulsion position is set within a range of an effective stroke when the propulsion device push-embeds a pipe.
JP2001276232A 2001-09-12 2001-09-12 Automatic execution state recording method in pipe burying construction method Pending JP2003082983A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001276232A JP2003082983A (en) 2001-09-12 2001-09-12 Automatic execution state recording method in pipe burying construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001276232A JP2003082983A (en) 2001-09-12 2001-09-12 Automatic execution state recording method in pipe burying construction method

Publications (1)

Publication Number Publication Date
JP2003082983A true JP2003082983A (en) 2003-03-19

Family

ID=19100967

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001276232A Pending JP2003082983A (en) 2001-09-12 2001-09-12 Automatic execution state recording method in pipe burying construction method

Country Status (1)

Country Link
JP (1) JP2003082983A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH062491A (en) * 1992-06-22 1994-01-11 Komatsu Ltd Control device for excavating machine
JPH06341294A (en) * 1993-06-01 1994-12-13 San Techno:Kk Pipe burying excavator and excavating method
JPH0771189A (en) * 1993-09-03 1995-03-14 Hitachi Constr Mach Co Ltd Method and device to control pushed pipe type shield machine
JPH1136782A (en) * 1997-07-18 1999-02-09 Nippon Telegr & Teleph Corp <Ntt> Boring controller for underground boring machine
JP2001055889A (en) * 1999-08-19 2001-02-27 Moriokagumi:Kk Centralized control system for propelling construction method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH062491A (en) * 1992-06-22 1994-01-11 Komatsu Ltd Control device for excavating machine
JPH06341294A (en) * 1993-06-01 1994-12-13 San Techno:Kk Pipe burying excavator and excavating method
JPH0771189A (en) * 1993-09-03 1995-03-14 Hitachi Constr Mach Co Ltd Method and device to control pushed pipe type shield machine
JPH1136782A (en) * 1997-07-18 1999-02-09 Nippon Telegr & Teleph Corp <Ntt> Boring controller for underground boring machine
JP2001055889A (en) * 1999-08-19 2001-02-27 Moriokagumi:Kk Centralized control system for propelling construction method

Similar Documents

Publication Publication Date Title
JP2019082003A (en) Direction control system of shield machine
JP2003082983A (en) Automatic execution state recording method in pipe burying construction method
JP4813287B2 (en) Reconstruction promotion method and equipment for existing buried pipes
JP2678706B2 (en) Excavator control device
JP4698459B2 (en) Construction method for underground structures
JP2934819B2 (en) Shield machine
JP3399514B2 (en) Drilling propulsion direction correction device
JP2991597B2 (en) Control method and control device for push tube type shield machine
JP2588077B2 (en) Automatic control device for pre-lining machine
JP4110550B2 (en) Rectangular cross-section machine
JP2002021062A (en) Excavating/agitating blade holding apparatus for soil cement composite pile forming apparatus
JP3680963B2 (en) Method of burying main pipe and branch pipe in buried pipe
JP3721609B2 (en) Underground drilling rig
JP2576561B2 (en) Pipe propulsion method
JP2551084Y2 (en) Pipe burial equipment
JP2505933Y2 (en) Oval tube burying device
JP4279247B2 (en) Drilling device
JP3080780B2 (en) How to replace shield excavator
JP2531513B2 (en) Digging device
JP4080930B2 (en) Work machine operating device and work machine operating method for ground drilling machine
JPH07180483A (en) Pipe jacking method
JPH094366A (en) Tunnel lining element
JP4029484B2 (en) Horizontal excavator
JP3181196B2 (en) Pipe burial device with inner auger pipe
JP3790566B2 (en) Excavator used for guide boring method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080425

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100219

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100625

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20101102