JPH06204725A - Device for correcting absolute position of antenna installed on ground against crustal movement - Google Patents

Device for correcting absolute position of antenna installed on ground against crustal movement

Info

Publication number
JPH06204725A
JPH06204725A JP5998691A JP5998691A JPH06204725A JP H06204725 A JPH06204725 A JP H06204725A JP 5998691 A JP5998691 A JP 5998691A JP 5998691 A JP5998691 A JP 5998691A JP H06204725 A JPH06204725 A JP H06204725A
Authority
JP
Japan
Prior art keywords
antenna
ground
frame
base
traveling
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
JP5998691A
Other languages
Japanese (ja)
Other versions
JP2535102B2 (en
Inventor
Nobuyuki Matsui
信行 松井
Tsutomu Nemoto
勤 根本
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP3059986A priority Critical patent/JP2535102B2/en
Publication of JPH06204725A publication Critical patent/JPH06204725A/en
Application granted granted Critical
Publication of JP2535102B2 publication Critical patent/JP2535102B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To obtain a correction device for the absolute position of an antenna installed on ground against crustal movements by correcting the level with earth removal or banking and moving a base of the antenna in X, Y directions to correct a horizontal change thereby eliminating a hindrance on reception. CONSTITUTION:X, Y, Z displacement amounts of an antenna A are measured to obtain a position correction amount of an antenna base B to restore the position of the antenna A to an installed position. Then a transfer machine D is set, the base B is hoisted with wires 17 by a winding trolley 16 to move the base in the left direction in figure. As a result, a ground G is digged by a digging screw 21, a screeder is used to level required for earth removal or banking to form the ground in which the displacement in the direction Z is corrected, and a travelling frame 12 is moved in the right direction in the figure synchronously with the movement of the transfer equipment D. In the case of the movement, an earth removal conveyor 23 is used to carry removed earth or to supply earth for banking. When the base B is moved to the home position, the transfer equipment D and the travelling frame 12 are stopped to move the position of a traverse frame 15 and the travelling frame 12 thereby correcting the displacement in the X, Y directions, the base B is descended to the ground G and then the antenna A is set.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は地上に設置したアンテナ
の地盤変動に対する絶対位置補正装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an absolute position correction device for ground fluctuation of an antenna installed on the ground.

【0002】[0002]

【従来の技術】地上に設置したアンテナ、例えば定点観
測用アンテナ、パラボラアンテナ、レーダアンテナ等
は、その設置した絶対位置が変化しないことが要求され
る。
2. Description of the Related Art Antennas installed on the ground, such as fixed-point observation antennas, parabolic antennas, and radar antennas, are required to have their absolute positions unchanged.

【0003】[0003]

【発明が解決しようとする課題】しかし、例えば火山島
などにおいては、地殻変動により、設置した絶対位置が
変化する。その絶対位置は、人工衛生を利用して簡単に
求め得るのは公知であるが、求めた絶対位置に補正する
技術は、確立されていない。
However, in a volcanic island, for example, the absolute position of the installed location changes due to crustal deformation. It is known that the absolute position can be easily obtained using artificial hygiene, but a technique for correcting the absolute position to the obtained absolute position has not been established.

【0004】本発明は、地上に設置したアンテナの地盤
変動に対する絶対位置補正装置を提供することを目的と
している。
An object of the present invention is to provide an absolute position correction device for ground fluctuation of an antenna installed on the ground.

【0005】[0005]

【課題を解決するための手段】本発明による補正装置
は、走行手段を備えた枠体と、該枠体の上部に走行方向
に沿って設けられたアンテナ吊込装置と、該枠体の下部
に設けられた床付装置とからなり、前記アンテナ吊込装
置は、アンテナ走行桁と、該走行桁に吊設された走行手
段を備えたアンテナ走行フレームと、該走行フレームに
吊設されアンテナ横行装置を備えた横行フレームと、該
横行フレームに設けられた複数のアンテナ巻上トロリと
からなり、前記床付装置は、掘削、排土機構と、スクリ
ード機構とからなっている。
A correction device according to the present invention comprises a frame body having a traveling means, an antenna suspension device provided on an upper portion of the frame body along a traveling direction, and a lower portion of the frame body. The antenna suspension device comprises an antenna traveling girder, an antenna traveling frame having traveling means suspended from the traveling girder, and an antenna traversing device suspended from the traveling frame. It comprises a traverse frame provided with a device and a plurality of antenna hoisting trolleys provided on the traverse frame, and the floor-equipped device comprises an excavation / excavation mechanism and a screed mechanism.

【0006】上記アンテナ巻上トロリに巻回した吊りワ
イヤは、アンテナを立設したアンテナ基礎に立設された
吊りボルトに着脱自在に連結できるように構成するのが
好ましい。
It is preferable that the suspension wire wound around the antenna winding trolley be detachably connectable to a suspension bolt that is erected on the antenna foundation on which the antenna is erected.

【0007】[0007]

【作用】上記のように構成された補正装置においては、
アンテナのX、Y、Z変位量を公知の方法により測定
し、アンテナを設定位置に戻すためのアンテナ基礎の位
置修正量を求める。そこで、補正装置をセットしてアン
テナ基礎を吊上げる。次いで、補正装置を移動し、床付
装置により地盤を床付レベル出し又は盛土レベル出しを
行うと共に、移動と同期してアンテナ方向を逆方向に移
動する。最後に、アンテナ基礎が略原位置に移動した
ら、走行フレーム、横行フレームの位置を調整してX、
Y方向の変位を修正したのち、アンテナ基礎を修正した
地盤上の設定位置にセットする。
In the correction device constructed as described above,
The X, Y, and Z displacement amounts of the antenna are measured by a known method, and the position correction amount of the antenna foundation for returning the antenna to the set position is obtained. Therefore, the correction device is set and the antenna foundation is lifted. Next, the correction device is moved so that the ground leveling or embankment leveling of the ground is performed by the flooring device, and the antenna direction is moved in the opposite direction in synchronization with the movement. Finally, when the antenna foundation moves to the almost original position, adjust the positions of the traveling frame and the traverse frame to X,
After correcting the displacement in the Y direction, set the antenna foundation to the corrected setting position on the ground.

【0008】[0008]

【実施例】以下図面を参照して本発明の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0009】図1において、Y方向に長い地盤G上に
は、アンテナAを立設した複数のアンテナ基礎B、B・
・・がセットされている。その地盤Gの両側には、1対
の走行路C、Cがコンクリートにより敷設されている。
この走行路C、C上には、補正装置である全体を符号D
で示す盛替機が設けられている。
In FIG. 1, a plurality of antenna foundations B, B.
.. is set. On both sides of the ground G, a pair of running paths C, C are laid with concrete.
On this traveling path C, C, the entire correction device is designated by the symbol D.
A changer shown in is provided.

【0010】その盛替機Dのフレーム1は、長方体枠状
に形成され、下部の4隅部には、それぞれ走行車輪2が
設けられている。それら車輪2〜2の一方の側(図示左
側)の両輪2、2は、それぞれステアリングシリンダ3
により操向され、他方の側の両輪2、2は、図示しない
モータにより駆動されるようになっている。そして、フ
レーム1の上部には、全体を符号10で示すアンテナ吊
込装置が設けられ、下部には、全体を符号20で示す床
付装置が設けられている。
The frame 1 of the reshuffler D is formed in the shape of a rectangular frame, and traveling wheels 2 are provided at the lower four corners. The two wheels 2 and 2 on one side (the left side in the figure) of the wheels 2 to 2 are respectively the steering cylinder 3
The two wheels 2, 2 on the other side are driven by a motor (not shown). An antenna suspension device generally designated by the reference numeral 10 is provided on the upper portion of the frame 1, and a floor-mounted device generally designated by the reference numeral 20 is provided on the lower portion.

【0011】アンテナ吊込装置10の一対のアンテナ走
行桁11、11は、フレーム1のY方向中心線に沿って
吊設され、これら走行桁11、11には、図示しない走
行装置を備えたアンテナ走行フレーム12が複数のロー
ラ13により走行自在に吊設されている。そのフレーム
12には、アンテナ横行装置14を備えた横行フレーム
15がX方向に移動自在に設けられ、このフレーム15
の4隅部には、それぞれ同調装置を備えたアンテナ巻上
トロリ16が設けられている。そして、これらトロリ1
6に巻回された吊りワイヤ17の下端は、アンテナ基礎
Bに立設された吊りボルト18に着脱自在に連結されて
いる。
The pair of antenna traveling girders 11 and 11 of the antenna suspension device 10 are suspended along the center line of the frame 1 in the Y direction. The traveling frame 12 is suspended by a plurality of rollers 13 so that the traveling frame 12 can travel freely. A traverse frame 15 having an antenna traverse device 14 is provided on the frame 12 so as to be movable in the X direction.
Antenna hoisting trolleys 16 each provided with a tuning device are provided at the four corners of. And these trolley 1
The lower end of the suspending wire 17 wound around 6 is detachably connected to a suspending bolt 18 standing on the antenna foundation B.

【0012】図2をも参照し床付装置20の掘削スクリ
ュー21は、フレーム1のステアリングシリンダ3側に
設けられ、そのスクリュー21のY方向には、スクリー
ダ22と、排土コンベア23とが設けられている。
Referring also to FIG. 2, the excavating screw 21 of the floor-equipped device 20 is provided on the steering cylinder 3 side of the frame 1, and in the Y direction of the screw 21, a screeder 22 and an earth discharging conveyor 23 are provided. Has been.

【0013】次に修正の態様を説明する。Next, a modification mode will be described.

【0014】先ず、公知の方法により、アンテナAの
X、Y、Z変位量を計測し、アンテナAを設定位置に戻
すためのアンテナ基礎Bの位置修正量を求める。
First, the X, Y, Z displacement amounts of the antenna A are measured by a known method, and the position correction amount of the antenna foundation B for returning the antenna A to the set position is obtained.

【0015】次いで、図2に示すように、盛替機Dをセ
ットし、巻上トロリ16を作動して吊りワイヤ17によ
りアンテナ基礎Bを吊上げる。
Then, as shown in FIG. 2, the reshuffling machine D is set, the hoisting trolley 16 is operated, and the antenna foundation B is hoisted by the hoisting wire 17.

【0016】次いで、図3及び図4に示すように、盛替
機Dを矢印a方向に移動し、掘削スクリュー21で地盤
Gを掘削し、スクリード22で床付レベル出し、又は、
盛土レベル出しを行い、Z方向の変位を修正した地盤G
1を形成すると共に、盛替機Dの移動に同期して走行フ
レーム12を矢印b方向に移動する。この際、排土機又
は盛土供給機により、排土の搬送又は盛土の供給を行
う。
Next, as shown in FIG. 3 and FIG. 4, the reshuffling machine D is moved in the direction of arrow a, the ground G is excavated by the excavating screw 21, and the screed 22 leveles the floor, or
Ground G with embankment leveling and displacement in Z direction corrected
1 is formed, and the traveling frame 12 is moved in the direction of the arrow b in synchronization with the movement of the changer D. At this time, the earth discharging machine or the embankment feeder is used to convey the earth discharging or supply the earth embankment.

【0017】最後に図5に示すように、アンテナ基礎B
が略原位置に移動したら盛替機D及び走行フレーム12
を停止し、横行フレーム15、走行フレーム12の位置
を移動してX、Y方向を修正したのち、アンテナ基礎B
を地盤G1上に吊り下ろしてアンテナAを設定位置にセ
ットする。
Finally, as shown in FIG. 5, the antenna base B
Is moved to substantially the original position, the changer D and the traveling frame 12
After stopping and moving the positions of the traverse frame 15 and the traveling frame 12 to correct the X and Y directions, the antenna foundation B
Is hung on the ground G1 and the antenna A is set at the set position.

【0018】[0018]

【発明の効果】本発明は、以上説明したように構成され
ているので、地盤の変動によりアンテナの絶対位置が変
位しても、床付又は盛土によりレベルを修正し、アンテ
ナ基礎をX、Y方向に移動して水平変位を修正し、受信
上の支障をなくすことができる。
Since the present invention is constructed as described above, even if the absolute position of the antenna is displaced due to the fluctuation of the ground, the level is corrected by the floor attachment or the embankment, and the antenna foundation is X, Y. By moving in the direction, the horizontal displacement can be corrected and the reception obstacle can be eliminated.

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

【図1】本発明の一実施例を示す斜視図。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】盛替機セット、アンテナ吊り上げ工程図。FIG. 2 is a process diagram of a reshuffler set and an antenna lifting process.

【図3】盛替機床付レベル出し移動工程図。FIG. 3 is a process diagram of a leveling and moving process with a floor of a reshuffler.

【図4】アンテナ移動工程図。FIG. 4 is an antenna movement process diagram.

【図5】アンテナセット工程図。FIG. 5 is an antenna set process drawing.

【符号の説明】[Explanation of symbols]

A・・・ペア受信アンテナ B・・・アンテナ基礎 C・・・走行路 D・・・盛替機 G・・・地盤 1・・・フレーム 2・・・走行車輪 3・・・ステアリングシリンダ 10・・・アンテナ吊込装置 11・・・アンテナ走行桁 12・・・アンテナ走行フレーム 14・・・アンテナ横行装置 15・・・横行フレーム 16・・・アンテナ巻上トロリ 17・・・吊りワイヤ 18・・・吊りボルト 20・・・床付装置 21・・・掘削スクリュー 22・・・スクリーダ 23・・・排土コンベア A ... Pair receiving antenna B ... Antenna base C ... Traveling path D ... Relocation machine G ... Ground 1 ... Frame 2 ... Traveling wheel 3 ... Steering cylinder 10.・ ・ Antenna suspension device 11 ・ ・ ・ Antenna traveling girder 12 ・ ・ ・ Antenna traveling frame 14 ・ ・ ・ Antenna traversing device 15 ・ ・ ・ Traffic frame 16 ・ ・ ・ Antenna hoisting trolley 17 ・ ・ ・ Suspending wire 18 ・ ・・ Suspension bolt 20 ・ ・ ・ Floor-equipped device 21 ・ ・ ・ Drilling screw 22 ・ ・ ・ Screeder 23 ・ ・ ・ Soil discharge conveyor

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 走行手段を備えた枠体と、該枠体の上部
に走行方向に沿って設けられたアンテナ吊込装置と、該
枠体の下部に設けられた床付装置とからなり、前記アン
テナ吊込装置は、アンテナ走行桁と、該走行桁に吊設さ
れた走行手段を備えたアンテナ走行フレームと、該走行
フレームに吊設されアンテナ横行装置を備えた横行フレ
ームと、該横行フレームに設けられた複数のアンテナ巻
上トロリとからなり、前記床付装置は、掘削、排土機構
と、スクリード機構とからなることを特徴とする地上に
設置したアンテナの地盤変動に対する絶対位置補正装
置。
1. A frame body provided with a traveling means, an antenna suspension device provided on an upper portion of the frame body along a traveling direction, and a floor-mounted device provided on a lower portion of the frame body. The antenna suspension device includes an antenna traveling girder, an antenna traveling frame having traveling means suspended from the traveling girder, a traverse frame provided with an antenna traversing device suspended from the traveling frame, and the traverse frame. A plurality of antenna hoisting trolleys provided on the floor, and the floor-mounted device comprises an excavation / excavation mechanism and a screed mechanism, an absolute position correction device for ground fluctuation of an antenna installed on the ground. .
JP3059986A 1991-03-25 1991-03-25 Absolute position correction device for ground deformation of antenna installed on the ground Expired - Lifetime JP2535102B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3059986A JP2535102B2 (en) 1991-03-25 1991-03-25 Absolute position correction device for ground deformation of antenna installed on the ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3059986A JP2535102B2 (en) 1991-03-25 1991-03-25 Absolute position correction device for ground deformation of antenna installed on the ground

Publications (2)

Publication Number Publication Date
JPH06204725A true JPH06204725A (en) 1994-07-22
JP2535102B2 JP2535102B2 (en) 1996-09-18

Family

ID=13129003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3059986A Expired - Lifetime JP2535102B2 (en) 1991-03-25 1991-03-25 Absolute position correction device for ground deformation of antenna installed on the ground

Country Status (1)

Country Link
JP (1) JP2535102B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109235204A (en) * 2018-09-29 2019-01-18 徐工集团工程机械股份有限公司 Paving thickness monitor control system, paver and method based on Radar Technology

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109235204A (en) * 2018-09-29 2019-01-18 徐工集团工程机械股份有限公司 Paving thickness monitor control system, paver and method based on Radar Technology

Also Published As

Publication number Publication date
JP2535102B2 (en) 1996-09-18

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