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JPS5844963B2 - Ground improvement machine main body pipe slope detection device - Google Patents
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JPS5844963B2 - Ground improvement machine main body pipe slope detection device - Google Patents

Ground improvement machine main body pipe slope detection device

Info

Publication number
JPS5844963B2
JPS5844963B2 JP15148480A JP15148480A JPS5844963B2 JP S5844963 B2 JPS5844963 B2 JP S5844963B2 JP 15148480 A JP15148480 A JP 15148480A JP 15148480 A JP15148480 A JP 15148480A JP S5844963 B2 JPS5844963 B2 JP S5844963B2
Authority
JP
Japan
Prior art keywords
main body
body pipe
detection device
machine main
improvement machine
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
Application number
JP15148480A
Other languages
Japanese (ja)
Other versions
JPS5776408A (en
Inventor
修 城原
健二 大林
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.)
GOYO KENSETSU KK
Original Assignee
GOYO KENSETSU KK
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 GOYO KENSETSU KK filed Critical GOYO KENSETSU KK
Priority to JP15148480A priority Critical patent/JPS5844963B2/en
Publication of JPS5776408A publication Critical patent/JPS5776408A/en
Publication of JPS5844963B2 publication Critical patent/JPS5844963B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 本発明は地盤改良機本体管傾斜検出装置に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a soil improvement machine main body pipe inclination detection device.

一般に層の厚い軟弱地盤上に各種土木構造物の構築のた
め、軟弱地盤中にセメントスラリー等を注入し、軟弱土
と攪拌混合して深層まで地盤改良することが行われてい
る。
Generally, in order to construct various civil engineering structures on thick soft ground, cement slurry or the like is injected into the soft ground and stirred and mixed with the soft soil to improve the ground deep.

しかし深層の軟弱地盤中にセメントスラリー等を注入し
、攪拌混合するために貫入させる改良機本体管が例えば
50扉程度の長尺なものとなり、このため改良機本体管
にタワミが生じ改良地点がずれるので工事管理上改良機
本体管下端の変位を正確に把握しなければならない。
However, the main body pipe of the improved machine, which is penetrated to inject cement slurry etc. into the deep soft ground and mix it with stirring, has a length of about 50 doors, for example, and as a result, the main body pipe of the improved machine has sag, making it difficult to improve the improvement points. Because of this, it is necessary to accurately grasp the displacement of the lower end of the main body pipe of the improved machine for construction management purposes.

このため従来改良機本体管の変位検出装置が用い゛られ
ている。
For this reason, a conventional improved machine body tube displacement detection device has been used.

然しなから、従来の変位検出装置では、本体管上端に傾
斜検出器1個を設け、傾斜検出器が検出した本体管上端
部の傾斜角をもとに本体管のたわみが零とみなして変位
を求めていた。
However, in conventional displacement detection devices, one inclination detector is installed at the upper end of the main body tube, and based on the inclination angle of the upper end of the main body tube detected by the inclination detector, the deflection of the main body tube is assumed to be zero and the displacement is calculated. was looking for.

然しなから本体管は、地盤改良作業中は水中及び土中に
貫入されるので、土圧貫入抵抗、浮力、風波、潮力等の
外力に起因するたわみが生じ、工事施工管理上とのたわ
みによる変位量を無視できないことが判明してきた。
However, since the main pipe is penetrated into water and soil during ground improvement work, it is subject to deflection due to external forces such as earth pressure penetration resistance, buoyancy, wind waves, and tidal force. It has become clear that the amount of displacement due to

本発明の目的は本体管上端に対する下端の変位を精度よ
く検出する装置を提供するものである。
An object of the present invention is to provide a device that accurately detects the displacement of the lower end of a main body tube with respect to the upper end.

本発明装置は中空の地盤改良機本体管内に測定管をその
上下部が本体管の上端面及び下端面の中心点を支点とし
て支持されるようにして設け、測定管の任意個所に傾斜
計を1個設けたことを特徴とする。
The device of the present invention is provided with a measuring tube in a hollow ground improvement machine main body pipe so that its upper and lower parts are supported using the center points of the upper and lower end surfaces of the main body pipe as fulcrums, and an inclinometer is installed at an arbitrary point on the measuring pipe. It is characterized by having one.

以下図面により本発明の一実施例を説明する。An embodiment of the present invention will be described below with reference to the drawings.

本発明においては第1図に示すように中空の密閉改良機
本木管1内に測定管2を挿通し、測定管2の上端を半球
状とし第2図のように下半部を球面とした球面支承3に
て担持し下端両側面を第3図に示す対接板より成る振れ
止め4により保持し、測定管2の頂部には公知の重錘式
二方向傾斜検出器5を1個固定して設ける。
In the present invention, as shown in Fig. 1, a measuring tube 2 is inserted into a hollow main wood tube 1 of a sealed improvement machine, and the upper end of the measuring tube 2 is semispherical, and the lower half is spherical as shown in Fig. 2. It is supported by a spherical support 3, and both sides of the lower end are held by a steady rest 4 consisting of a contact plate shown in FIG. and set it up.

また、本体管1と測定管2間に任意比重の液体6を充満
し、封入する。
Further, the space between the main body tube 1 and the measurement tube 2 is filled with a liquid 6 having an arbitrary specific gravity and sealed therein.

尚7は本体管1の空洞部、8は本体管1の上部に設けた
改良機モーター、9はその減速機、10はこの減速機9
にラジアル軸受11を介して連結した駆動軸、12はこ
の駆動軸1oに設けた攪拌翼、13は掘削翼を示す。
In addition, 7 is the hollow part of the main body tube 1, 8 is the improved machine motor provided in the upper part of the main body tube 1, 9 is its reducer, and 10 is this reducer 9.
A drive shaft is connected to the drive shaft 1o via a radial bearing 11, 12 is a stirring blade provided on the drive shaft 1o, and 13 is a digging blade.

上記の構成によって本発明装置の作動を説明する。The operation of the device of the present invention will be explained using the above configuration.

一般に地盤改良作業中本体管1が第4図に示すように傾
斜し、たわみ、彎曲した場合は、従来の装置のように本
体管1の上端に傾斜検出器5を設けている構成ではその
検出角θ1は本体管上端部の傾斜角であり、これと本来
求むべき本体管上、下端面の各中心14及び15を結ぶ
直線の傾斜角θ2との間には第4図に示すようなθ2−
θ1の差が生ずる。
In general, if the main body pipe 1 is tilted, bent, or curved as shown in Fig. 4 during soil improvement work, the inclination detector 5 installed at the upper end of the main body pipe 1 as in the conventional device can detect this. Angle θ1 is the inclination angle of the upper end of the main body tube, and between this and the inclination angle θ2 of the straight line connecting the centers 14 and 15 of the upper and lower end surfaces of the main body tube, as shown in FIG. −
A difference in θ1 occurs.

然しなから本発明装置では測定管2は本体管1の内部に
あるため、前述した土圧、貫入抵抗等の外力を直接受け
ず、また、測定管2の自重によるたわみは測定管2の寸
法、材質と液体6の比重を選択して測定管2自体に生ず
る浮力により除くようにすれば除去でき、測定管2は本
体管1の上、下端面中心14及び15を結ぶ直線上に保
持されることになる。
However, in the device of the present invention, since the measuring tube 2 is located inside the main body tube 1, it is not directly subjected to external forces such as the earth pressure and penetration resistance mentioned above, and the deflection due to the measuring tube 2's own weight is due to the dimensions of the measuring tube 2. , can be removed by selecting the material and specific gravity of the liquid 6 to remove it by the buoyancy generated in the measuring tube 2 itself, and the measuring tube 2 is held on a straight line connecting the centers 14 and 15 of the upper and lower end surfaces of the main tube 1. That will happen.

その結果、測定管2に固定された傾斜検出器5の検出値
は本体管1の上、下端面中心14及び15を結ぶ直線の
鉛直に対する傾斜角を示し、これより本体管1の上端に
対する下端の変位を精度よく求めることができる。
As a result, the detected value of the inclination detector 5 fixed to the measuring tube 2 indicates the inclination angle with respect to the vertical of the straight line connecting the upper and lower end surface centers 14 and 15 of the main body tube 1, and from this, the lower end with respect to the upper end of the main body tube 1 The displacement of can be determined with high accuracy.

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

第1図は本発明に係る地盤改良機本体管領斜角検出装置
の側面図、第2図は本体管上端の球面支承部説明図、第
3図は本体管下端の測定管振れ止め部の説明図、第4図
は本体管の傾斜と検出傾斜角の説明図である。 1・・・本体管、2・・・測定管、3・・・球面支承、
4・・・振れ止め、5・・・傾斜検出器、6・・・液体
、7・・・空洞部、8・・・モーター、9・・・減速機
、10・・・駆動機、11・・・ラジアル軸受、12・
・・攪拌翼、13・・・掘削翼、14・・・本体管上端
面の中心、15・・・本体管下端面の中心。
Fig. 1 is a side view of the soil improvement machine main body pipe oblique angle detection device according to the present invention, Fig. 2 is an illustration of the spherical support at the upper end of the main pipe, and Fig. 3 is an illustration of the measurement pipe steady rest at the lower end of the main pipe. 4 are explanatory diagrams of the inclination of the main body tube and the detected inclination angle. 1... Main body tube, 2... Measuring tube, 3... Spherical bearing,
4... steady rest, 5... inclination detector, 6... liquid, 7... cavity, 8... motor, 9... speed reducer, 10... drive machine, 11...・・Radial bearing, 12・
... Stirring blade, 13... Excavation blade, 14... Center of the upper end surface of the main tube, 15... Center of the lower end surface of the main tube.

Claims (1)

【特許請求の範囲】 1 中空の地盤改良機本体管内に測定管をその上下部が
本体管の上端面及び下端面の中心点を支点として支持さ
れるようにして設け、測定管の任意個所に傾斜計を1個
設けたことを特徴とする地盤改良機本体管傾斜検出装置
。 2 前記本体管の内面と測定管の外面との間に液体を封
入したことを特徴とする特許請求の範囲第1項記載の地
盤改良機本体管傾斜検出装置。
[Scope of Claims] 1. A measuring tube is provided in a hollow ground improvement machine main body pipe so that its upper and lower parts are supported with the center points of the upper and lower end surfaces of the main body pipe as fulcrums, and the measuring pipe is provided at any location on the measuring pipe. A soil improvement machine main body pipe inclination detection device characterized by being equipped with one inclinometer. 2. The soil improvement machine main body pipe inclination detection device according to claim 1, characterized in that a liquid is sealed between the inner surface of the main body pipe and the outer surface of the measuring pipe.
JP15148480A 1980-10-30 1980-10-30 Ground improvement machine main body pipe slope detection device Expired JPS5844963B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15148480A JPS5844963B2 (en) 1980-10-30 1980-10-30 Ground improvement machine main body pipe slope detection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15148480A JPS5844963B2 (en) 1980-10-30 1980-10-30 Ground improvement machine main body pipe slope detection device

Publications (2)

Publication Number Publication Date
JPS5776408A JPS5776408A (en) 1982-05-13
JPS5844963B2 true JPS5844963B2 (en) 1983-10-06

Family

ID=15519505

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15148480A Expired JPS5844963B2 (en) 1980-10-30 1980-10-30 Ground improvement machine main body pipe slope detection device

Country Status (1)

Country Link
JP (1) JPS5844963B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62110111A (en) * 1985-11-08 1987-05-21 Takenaka Komuten Co Ltd Measuring boring accuracy of soil machine
JPH0431347Y2 (en) * 1985-11-21 1992-07-28

Also Published As

Publication number Publication date
JPS5776408A (en) 1982-05-13

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