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JP7412730B2 - Linear measurement device for buried pipes - Google Patents
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JP7412730B2 - Linear measurement device for buried pipes - Google Patents

Linear measurement device for buried pipes Download PDF

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JP7412730B2
JP7412730B2 JP2019173710A JP2019173710A JP7412730B2 JP 7412730 B2 JP7412730 B2 JP 7412730B2 JP 2019173710 A JP2019173710 A JP 2019173710A JP 2019173710 A JP2019173710 A JP 2019173710A JP 7412730 B2 JP7412730 B2 JP 7412730B2
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buried
rigid member
buried pipe
hollow rigid
pipe
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諒一 片山
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Tamagawa Seiki Co Ltd
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Description

本発明は、埋設管路の線形の計測装置に関し、特に、埋設管路の中に中空剛性部材を挿入し、この中空剛性部材の中に計測部を挿入して降下することによって、安全かつ確実に管路全体の管路計測を行うための新規改良に関する。 The present invention relates to a linear measuring device for buried pipelines, and in particular, a hollow rigid member is inserted into the buried pipeline, and a measuring section is inserted into the hollow rigid member and lowered to safely and reliably measure the linear measurement device. This paper relates to new improvements for measuring the entire pipeline.

従来、用いられていたこの種の管路計測装置としては、例えば、特許文献1の管路計測装置を図2及び図3として挙げることができる。
図2において、符号Aで示されるものは管路であり、この管路A内には図3で示される管路走行体101が、前輪車輪2及び後輪3を介して管路A内を自在に走行できるように構成されている。
An example of this kind of pipe measuring device that has been used in the past is the pipe measuring device disclosed in Patent Document 1, as shown in FIGS. 2 and 3, for example.
In FIG. 2, the symbol A indicates a conduit, and within this conduit A, a conduit running body 101 shown in FIG. It is configured so that it can be moved freely.

前記管路走行体101には、ケーブル11が接続され、このケーブル11を巻取り機103によって巻取り及び緩めることにより、前記管路走行体101は前記管路A内を自在に走行できるように構成されている。
前記巻取り機103には、前記ケーブル11の巻取り量を距離に換算して示す距離計102が設けられ、この距離計102からのアナログ出力は演算装置104によってディジタル出力に変換された後、ディスプレイ105にてディジタル表示されるように構成されている。
A cable 11 is connected to the conduit traveling body 101, and by winding and loosening this cable 11 with a winder 103, the conduit traveling body 101 can freely run within the conduit A. It is configured.
The winding machine 103 is provided with a distance meter 102 that converts the winding amount of the cable 11 into a distance, and the analog output from the distance meter 102 is converted into a digital output by a calculation device 104, and then It is configured to be digitally displayed on the display 105.

尚、前記管路走行体101は、図3で示されるように構成されている。
すなわち、全体形状がほぼオーバル形をなす筐体1内には、入出力端子8、演算部7、三軸加速度センサ5、及び三軸ジャイロセンサ6が設けられ、さらに、距離Lを介して前輪2及び後輪3が設けられている。
Incidentally, the pipe running body 101 is configured as shown in FIG. 3.
That is, an input/output terminal 8, an arithmetic unit 7, a triaxial acceleration sensor 5, and a triaxial gyro sensor 6 are provided in the housing 1, which has an almost oval overall shape. 2 and a rear wheel 3 are provided.

従って、図2の管路A内でケーブル11を介して管路走行体101を往復走行させることによって、前記管路走行体101の三軸加速度センサ5及び三軸ジャイロセンサ6からの出力データが演算部7を介して入出力端子8に送られるように構成されている。 Therefore, by reciprocating the conduit traveling body 101 through the cable 11 in the conduit A in FIG. The signal is configured to be sent to the input/output terminal 8 via the arithmetic unit 7.

前述の従来構成は、水平方向に形成された管路A内で、管路走行体101を走行させる例について述べたが、例えば、図示しない垂直形の管路内で管路走行体101をケーブルを介して上下動させて、管路Aの状態を検出する方法も本出願人によって開発されている。 In the conventional configuration described above, an example was described in which the conduit running body 101 was run in a conduit A formed in a horizontal direction. The applicant has also developed a method of detecting the state of the conduit A by moving it up and down through the pipe.

特開2017-15563号公報JP 2017-15563 Publication

従来の管路計測装置は、以上のように構成されていたため、次のような課題が存在していた。
すなわち、図2及び図3で示される従来構成は、ほぼ水平に設けられた管路A内を横方向に走行する管路走行体101を用いる構成であるため、地中の鉛直方向に形成された堅穴に対しては、適用することが極めて困難であった。
また、前述の垂直形の埋設管路に対して、計測部を垂直に降下させて埋設管路の線形計測を行う従来構成においては、地中に埋設した埋設管路に対して大きい土圧がかかっているため、状況に応じて、この土圧によって埋設管路の一部に凹部、すなわち、埋設管路変形部が発生することがある。
この埋設管路変形部は、埋設管路の内側に大きく出張ることがあり、その場合には、計測部がこの埋設管路変形部に衝突し、そこから下方には降下不能となり、埋設管路変形部より下方部分の管路計測は続行不能となっていた。
Since the conventional pipe line measuring device was configured as described above, the following problems existed.
That is, the conventional configuration shown in FIGS. 2 and 3 uses a conduit running body 101 that runs laterally in the conduit A that is provided almost horizontally, so that the conduit running body 101 is formed in the vertical direction underground. It was extremely difficult to apply this method to hard holes.
In addition, in the conventional configuration in which the measurement unit is vertically lowered to perform linear measurement of the underground pipeline, large earth pressure is applied to the underground pipeline. Therefore, depending on the situation, this earth pressure may cause a recess, that is, a deformed part of the buried pipe, to occur in a part of the buried pipe.
This deformed part of the buried pipe may protrude significantly inside the buried pipe, and in that case, the measuring part collides with this deformed part of the buried pipe, making it impossible to descend downward from there. It became impossible to continue measuring the pipe below the deformed section.

本発明は、以上のような課題を解決するためになされたもので、特に、埋設管路の中に中空剛性部材を挿入し、この中空剛性部材の中に計測部を挿入して降下することによって、安全かつ確実に管路全体の計測を行うようにした埋設管路の線形の計測装置を提供することを目的とする。 The present invention has been made to solve the above-mentioned problems, and in particular, it involves inserting a hollow rigid member into a buried pipe, inserting a measuring section into the hollow rigid member, and lowering the measuring section. It is an object of the present invention to provide a linear measuring device for buried pipelines that can safely and reliably measure the entire pipeline.

本発明による埋設管路の線形の計測装置は、地中に鉛直方向に沿って打ち込まれて埋設された埋設管路の線形計測を、ケーブルによって移動する計測部により計測するようにした埋設管路の線形の計測装置において、前記埋設管路内に挿入された中空剛性部材を有し、前記計測部は、前記中空剛性部材内を移動するようにし前記中空剛性部材の外径は、前記埋設管路の内径の半分又は半分以下であり、前記地中内の前記埋設管路に埋設管路変形部が形成されている状態で、前記計測部は前記中空剛性部材内を鉛直方向に沿って移動できるようにした構造である。 A linear measurement device for a buried pipeline according to the present invention is a buried pipeline in which the linear measurement of a buried pipeline that is driven vertically into the ground and buried is measured by a measurement unit that is moved by a cable. The linear measuring device has a hollow rigid member inserted into the buried pipe, the measuring section moves within the hollow rigid member , and the outer diameter of the hollow rigid member is equal to the diameter of the hollow rigid member. In a state in which the inner diameter of the pipe is half or less than half, and a buried pipe deformed part is formed in the buried pipe underground, the measuring part moves inside the hollow rigid member along the vertical direction. It has a structure that allows it to be moved .

本発明による埋設管路の線形の計測装置は、以上のように構成されているため、次のような効果を得ることができる。
すなわち、地中に埋設された埋設管路の線形計測を、ワイヤケーブルによって移動する計測部により計測するようにした埋設管路の線形の計測装置において、前記埋設管路内に挿入された中空剛性部材を有し、前記計測部は、前記中空剛性部材内を移動するようにした構成からなることにより、計測部は中空剛性部材内を安定して移動でき、かつ埋設管路の変形部の有無に関係なく安定した計測を行うことができる。
また、前記中空剛性部材の外径は、前記埋設管路の内径の半分又は半分以下である構成としたことにより、前述の中空剛性部材の内径以内の大きさの計測部であれば、自在に中空剛性部材の中を上下動することができ、埋設管路変形部に関係なく埋設管路の線形計測を円滑に行うことができる。
Since the buried pipeline linear measuring device according to the present invention is configured as described above, the following effects can be obtained.
In other words, in a linear measurement device for a buried pipeline in which linear measurement of a buried pipeline buried underground is performed using a measurement unit moved by a wire cable, the hollow rigidity inserted into the buried pipeline is The measuring section is configured to move within the hollow rigid member, so that the measuring section can move stably within the hollow rigid member, and whether or not there is a deformed part of the buried pipe. Stable measurements can be made regardless of the
In addition, since the outer diameter of the hollow rigid member is half or less than the inner diameter of the buried pipe, any measuring part whose size is within the inner diameter of the hollow rigid member can be freely used. It can move up and down inside the hollow rigid member, and linear measurements of the buried pipe can be smoothly performed regardless of the deformed part of the buried pipe.

本発明の実施の形態による埋設管路の線形の計測装置の全体構成を示す構成図である。FIG. 1 is a configuration diagram showing the overall configuration of a linear measurement device for buried pipelines according to an embodiment of the present invention. 従来構成を示す構成図である。FIG. 2 is a configuration diagram showing a conventional configuration. 図2の従来構成における管路走行体の具体的構成を示す構成図である。It is a block diagram which shows the specific structure of the conduit running body in the conventional structure of FIG.

本発明による埋設管路の線形の計測装置は、埋設管路の中に中空剛性部材を挿入し、この中空剛性部材の中に計測部を挿入して降下することにより、安全かつ確実に管路全体の管路計測を行うことである。 The linear measuring device for buried pipes according to the present invention inserts a hollow rigid member into the buried pipe, and inserts the measuring section into the hollow rigid member and lowers the measuring unit, thereby safely and reliably measuring the pipe. This involves measuring the entire pipeline.

以下、図面と共に本発明による埋設管路の線形の計測装置の好適な実施の形態について説明する。
尚、従来例と同一又は同等部分には、同一符号を付して説明する。
図1において、符号Aで示されるものは、地中B内に埋設された埋設管路であり、この埋設管路Aには、通常、鉄管が採用されている。
前記埋設管路Aは、地中Bにおいて鉛直方向に沿って深く埋設されており、埋設後に、地中Bの土圧Cが、埋設管路Aの周面Aa全体に対して掛る状態である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of a linear measuring device for buried pipelines according to the present invention will be described below with reference to the drawings.
Note that the same or equivalent parts as in the conventional example will be described with the same reference numerals.
In FIG. 1, a symbol A indicates a buried pipe line buried underground B, and this buried pipe line A is usually an iron pipe.
The buried pipe A is deeply buried in the vertical direction in the underground B, and after being buried, the earth pressure C of the underground B is applied to the entire circumferential surface Aa of the buried pipe A. .

前記埋設管路Aの中には、中空剛性部材200が挿入されており、前記地中Bの表面Baには、巻取り機103、ケーブル11、及び複数の滑車201、202からなるケーブル移動装置203が設けられている。
前記巻取り機103からのケーブル11は、前記各滑車201、202を経て、前記埋設管路A内に挿入された中空剛性部材200内の計測部100の上部100aに接続されている。
A hollow rigid member 200 is inserted into the buried pipe A, and a cable moving device consisting of a winder 103, a cable 11, and a plurality of pulleys 201 and 202 is installed on the surface Ba of the underground B. 203 is provided.
The cable 11 from the winder 103 is connected to the upper part 100a of the measuring section 100 in the hollow rigid member 200 inserted into the buried pipe A through the pulleys 201 and 202.

前記中空剛性部材200の外径D1は、前記埋設管路Aの内径D2の半分又は半分以下となるように設定されており、前記中空剛性部材200の材質は、鉄、ステンレス、アルミニウム、硬質樹脂等の何れか1つの材料を用いている。 The outer diameter D1 of the hollow rigid member 200 is set to be half or less than half the inner diameter D2 of the buried pipe A, and the material of the hollow rigid member 200 is iron, stainless steel, aluminum, or hard resin. One of the following materials is used.

前述の構成において、前記埋設管路Aが地中B内に鉛直方向Dに沿って打ち込まれて挿入された後、そのままの状態では、地中Bの土圧Cによって、埋設管路Aの周面Aaに凹部形の埋設管路変形部300が形成されることがある。 In the above-mentioned configuration, after the buried pipe A is driven into the ground B along the vertical direction D and inserted, in that state, the earth pressure C of the underground B causes the circumference of the buried pipe A to A concave-shaped buried conduit deformation portion 300 may be formed on the surface Aa.

前述の状態となって、前記埋設管路変形部300が形成された後でも、前記中空剛性部材200には何らの変形等は発生していないため、無傷を保つことができる。
従って、この状態で、計測部100を前記ケーブル11を介して前記中空剛性部材200内に挿入した場合でも、計測部100は、前記埋設管路変形部300の影響を受けることなく、前記中空剛性部材200内を自在に上下動することができる。
前記中空剛性部材200の長さは、前記埋設配管Aの長さよりも長く設定されているため、前記計測部100を前記中空剛性部材200内を前述のように上下動することによって、前記埋設管路A内の線形の状態を自在に正確に迅速に計測することができる。
Even after the buried conduit deformed portion 300 is formed in the above-described state, the hollow rigid member 200 does not undergo any deformation, so it can remain intact.
Therefore, even if the measuring section 100 is inserted into the hollow rigid member 200 via the cable 11 in this state, the measuring section 100 will not be affected by the buried pipe deforming section 300 and will not be affected by the hollow rigid member 200. It can freely move up and down within the member 200.
Since the length of the hollow rigid member 200 is set longer than the length of the buried pipe A, by moving the measuring section 100 up and down within the hollow rigid member 200 as described above, the length of the buried pipe A is set to be longer than the length of the buried pipe A. The linear state within path A can be measured freely, accurately, and quickly.

本発明による埋設管路の線形の計測装置は、埋設管路の中に中空剛性部材を介して計測装置が上下動することができるように構成されているため、埋設管路Aに埋設管路変形部300が形成されている状態でも、計測部100は、鉛直方向Dに沿う上下動を行うことができる。また、埋設管路に形成された土圧による埋設管路変形部の存在の有無に拘わらず、安定して埋設管路Aの線形計測を行うことができる。 The linear measuring device for a buried pipeline according to the present invention is configured such that the measuring device can move up and down through a hollow rigid member in the buried pipeline. Even in the state where the deformable portion 300 is formed, the measuring portion 100 can perform vertical movement along the vertical direction D. Moreover, the linear measurement of the buried pipe A can be stably performed regardless of whether there is a deformed part of the buried pipe due to the earth pressure formed in the buried pipe.

11 ケーブル
100 計測部
100a 上部
103 巻取り機
200 中空剛性部材
201、202 滑車
203 ケーブル移動装置
300 埋設管路変形部
A 埋設管路
Aa 周面
B 地中
Ba 表面
C 土圧
D 鉛直方向
D1 外径
D2 内径
11 Cable 100 Measuring part 100a Upper part 103 Winder 200 Hollow rigid member 201, 202 Pulley 203 Cable moving device 300 Buried pipe deformation part A Buried pipe Aa Surrounding surface B Underground Ba Surface C Earth pressure D Vertical direction D1 Outer diameter D2 Inner diameter

Claims (1)

地中(B)に鉛直方向(D)に沿って打ち込まれて埋設された埋設管路(A)の線形計測を、ケーブル(11)によって移動する計測部(100)により計測するようにした埋設管路の線形の計測装置において、
前記埋設管路(A)内に挿入された中空剛性部材(200)を有し、前記計測部(100)は、前記中空剛性部材(200)内を移動するようにし
前記中空剛性部材(200)の外径(D1)は、前記埋設管路(A)の内径(D2)の半分又は半分以下であり、
前記地中(B)内の前記埋設管路(A)に埋設管路変形部(300)が形成されている状態で、前記計測部(100)は前記中空剛性部材(200)内を鉛直方向(D)に沿って移動できるようにした構造であることを特徴とする埋設管路の線形の計測装置。
A buried pipe in which the linear measurement of a buried pipe (A) that is driven into the ground (B) along a vertical direction (D) is measured by a measuring unit (100) that is moved by a cable (11). In linear measurement equipment for pipes,
It has a hollow rigid member (200) inserted into the buried pipe (A), and the measurement unit (100) moves within the hollow rigid member (200) ,
The outer diameter (D1) of the hollow rigid member (200) is half or less than half the inner diameter (D2) of the buried pipe (A),
In a state where a buried pipe deformed portion (300) is formed in the buried pipe (A) in the underground (B), the measurement unit (100) moves inside the hollow rigid member (200) in a vertical direction. (D) A linear measuring device for buried pipes, characterized by having a structure that allows movement along the line .
JP2019173710A 2019-09-25 2019-09-25 Linear measurement device for buried pipes Active JP7412730B2 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004198222A (en) 2002-12-18 2004-07-15 Okumura Corp Surveying method of shaft excavator
JP2006522926A (en) 2003-04-11 2006-10-05 サンドビク タムロック オサケ ユキチュア Drill hole measuring device and rock drilling device
JP2011169705A (en) 2010-02-18 2011-09-01 Chuo Kaihatsu Kk Clinometer device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6373107A (en) * 1986-09-17 1988-04-02 Kajima Corp Automatic measuring apparatus of underground displacement

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004198222A (en) 2002-12-18 2004-07-15 Okumura Corp Surveying method of shaft excavator
JP2006522926A (en) 2003-04-11 2006-10-05 サンドビク タムロック オサケ ユキチュア Drill hole measuring device and rock drilling device
JP2011169705A (en) 2010-02-18 2011-09-01 Chuo Kaihatsu Kk Clinometer device

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