JP2638267B2 - Rotary lifter with weighing scale - Google Patents
Rotary lifter with weighing scaleInfo
- Publication number
- JP2638267B2 JP2638267B2 JP20518590A JP20518590A JP2638267B2 JP 2638267 B2 JP2638267 B2 JP 2638267B2 JP 20518590 A JP20518590 A JP 20518590A JP 20518590 A JP20518590 A JP 20518590A JP 2638267 B2 JP2638267 B2 JP 2638267B2
- Authority
- JP
- Japan
- Prior art keywords
- bucket
- weighing scale
- lifter
- rotor
- earth
- 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 - Fee Related
Links
- 238000005303 weighing Methods 0.000 title claims description 21
- 239000013049 sediment Substances 0.000 claims description 5
- 239000002689 soil Substances 0.000 description 16
- 238000009412 basement excavation Methods 0.000 description 13
- 238000000034 method Methods 0.000 description 10
- 238000005259 measurement Methods 0.000 description 7
- 239000004576 sand Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000009530 blood pressure measurement Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Weight Measurement For Supplying Or Discharging Of Specified Amounts Of Material (AREA)
- Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は土圧式シールド掘削器における排土装置を構
成する重量計付きロータリフイーダに係るものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial application field) The present invention relates to a rotary lifter with a weighing scale, which constitutes an earth removal device in an earth pressure type shield excavator.
(従来の技術) 土圧式シールド掘削器においては、掘削土砂を、切羽
とカツタチヤンバ内に充満、加圧することによって切羽
を保持するため、掘削土量と排土量を正確且つ迅速に把
握することが、土圧式シールド掘削器の掘進制御にとっ
て重要な要素となる。(Prior Art) In the earth pressure type shield excavator, since the excavated earth and sand are filled into the face and the cut-out and pressurized to hold the face, it is possible to accurately and quickly grasp the excavated soil amount and the earth removal amount. This is an important factor for controlling the excavation of earth pressure shield excavators.
従来の掘進制御方法としては、 i)土量制御による掘進制御 ii)土圧管理による掘進制御 の2方式が挙げられる。 Conventional excavation control methods include the following two methods: i) excavation control by soil volume control; ii) excavation control by earth pressure management.
前者の方法は排土量を実測し、その値を掘進速度、ス
クリユウコンベヤの回転数に還元して、掘削土量と排土
量を制御する方法である。The former method is a method of measuring the amount of excavated soil and reducing the value to the excavation speed and the number of revolutions of the screw conveyor to control the amount of excavated soil and the amount of excavated soil.
後者の方法は、カツタチヤンバ内の土圧を設定値に保
つように、掘進速度と排土量とを管理する方法である。The latter method is a method of managing the excavation speed and the earth removal amount so as to keep the earth pressure in the Katsutachiamba at a set value.
(発明が解決しようとする課題) しかしながら前者の土量管理による掘進制御方法にお
ける排土量の実測方法は、 の搬出台数によるもの、 設置された計量器によるもの等であって、測定時期、精
度共に満足できる状態ではない。(Problems to be solved by the invention) However, in the former excavation control method based on soil volume management, the actual method of measuring the amount of earth removal is as follows. Depending on the number This is due to the installed measuring instrument, etc., and the measurement timing and accuracy are not satisfactory.
また土圧管理による掘進制御方法における土圧の測定
方法は、計測は比較的容易であり、且つ計測と計測値を
制御に還元する間の時間差が少ないという利点を有する
が、土圧測定計器の耐久性、信頼性に問題がある。更に
地層の変化の激しい地盤において、管理値を設定するこ
とが困難である。The earth pressure measurement method in the excavation control method by the earth pressure management has an advantage that measurement is relatively easy and a time difference between the measurement and the reduction of the measured value to the control is small. There is a problem in durability and reliability. Further, it is difficult to set a management value on the ground where the stratum changes rapidly.
本発明は前記従来技術の有する問題点に鑑みて提案さ
れたもので、土圧式シールド掘削機の排出土量をリアル
タイムで精確に計測することができる重量計付きロータ
リフイーダを提供する点にある。The present invention has been proposed in view of the above-mentioned problems of the related art, and has as its object to provide a rotor lift feeder with a weighing scale that can accurately and accurately measure the amount of soil discharged from an earth pressure shield excavator in real time. .
(課題を解決するための手段) 前記の目的を解決するため、本発明に係る重量計付き
ロータリフイーダは、ロータリフイーダ駆動回転軸に固
定された相対する一双のロータリフイーダ側板間に、前
記回転軸と同心円周上に沿って互いに分離独立した複数
のバケツトを装着するとともに、同各バケツトに重量計
を装架してなり、同各バケツトは前記ロータリフイーダ
の回転に伴って、土砂取込口より離隔した鉛直方向真上
の位置を通過するように構成されている。(Means for Solving the Problems) In order to solve the above-mentioned object, a rotor lift feeder with a weighing scale according to the present invention includes a pair of opposed rotor lift feeder side plates fixed to a rotor lift feeder driving rotation shaft. A plurality of buckets which are separated and independent from each other are mounted along the circumference of the rotating shaft and the weighing scale is mounted on each of the buckets, and each of the buckets is soiled with rotation of the rotor lifter. It is configured to pass through a position directly above the vertical direction and separated from the intake port.
(作用) 本発明は前記したように構成されているので、ロータ
リフイーダ駆動回転軸を駆動して同回転軸に固定された
一双のロータリフイーダ側板を回転し、同側板間にロー
タリフイーダ駆動回転軸と同心円周上に沿って配設され
た、互いに分離独立した複数のバケツトを回転し、土砂
取込口より排土が供給されたバケツトが、同土砂取込口
より離れた位置において、鉛直方向の真上の位置を占め
たとき、バケツトの土砂重量を、同バケツトに装架した
重量計によってリアルタイムに計量することができる。(Operation) Since the present invention is configured as described above, the rotor lift feeder driving rotation shaft is driven to rotate one pair of rotor lift feeder side plates fixed to the rotation shaft, and the rotor lift feeder is provided between the side plates. A plurality of buckets, separated and independent from each other, which are arranged along the circumference of the drive rotation shaft and concentric with each other, are rotated, and the bucket to which the earth is discharged from the sediment inlet is separated from the sediment inlet. When occupying the position directly above in the vertical direction, the weight of the earth and sand of the bucket can be measured in real time by a weighing scale mounted on the bucket.
前記バケツトが鉛直真上にきたときに計量すると、バ
ケツト内に残留した土砂を含めたバケツトの重量を計測
することができ、この計測値を鉛直真上での計測値から
差し引くことによって、排出重量を計測することがで
き、かくしてバケツト周辺の摩擦による計量損失を補正
することができる。By weighing when the bucket comes directly above the bucket, the weight of the bucket including the earth and sand remaining in the bucket can be measured, and this measured value is subtracted from the measured value directly above the bucket to obtain the discharged weight. Can be measured, and thus weighing loss due to friction around the bucket can be corrected.
(実施例) 以下本発明を図示の実施例について説明する。(Example) Hereinafter, the present invention will be described with reference to an illustrated example.
(A)は重量計付きロータリフイーダで、適宜駆動機
構によって駆動回転されるロータリフイーダ駆動回転軸
(1)に間隔を存して相対する一双のロータリフイーダ
側板(2)が固定さ、同両側板(2)と同両側板(2)
を連結する仕切板(3)との間に、前記駆動回転軸
(1)を中心とする同心円周上に沿って、互いに分離独
立した複数のバケツト(4)が装着され、同各バケツト
(4)は前記両側板(2)間に連結され且つ歪計(5)
が装着された重量計付きバケツト支持梁(6)に支持部
材(7)を介して支持されている。同支持部材(7)の
端部と前記バケツト支持梁(6)との間にはボールベア
リング(8)が介装され、前記バケツト支持梁(6)に
同梁(6)と直角方向にのみバケツト(4)からの荷重
が伝達されるようになっている。(A) is a rotor lifter with a weighing scale, in which a pair of rotor lifter side plates (2) opposed to a rotor lifter driving rotary shaft (1) which is driven and rotated by a drive mechanism at an interval is fixed, Same side plate (2) and same side plate (2)
A plurality of buckets (4) which are separated and independent from each other are mounted along a concentric circle centered on the drive rotation shaft (1) between the partition plate (3) and the bucket (4). ) Is connected between the two side plates (2) and has a strain gauge (5).
Is supported via a supporting member (7) on a bucket supporting beam (6) with a weighing scale, on which is mounted. A ball bearing (8) is interposed between the end of the supporting member (7) and the bucket supporting beam (6), and is provided only in a direction perpendicular to the bucket supporting beam (6). The load from the bucket (4) is transmitted.
而して前記歪計(5)が装着されたバケツト支持梁
(6)及び支持部材(7)が前記バケツト(4)に装架
された重量計を構成するものである。Thus, the bucket supporting beam (6) on which the strain gauge (5) is mounted and the supporting member (7) constitute a weighing scale mounted on the bucket (4).
前記ロータリフイーダ(A)は前記駆動回転軸(1)
の回転に伴って各バケツト(4)が順次シールド掘削機
内に配設されたスクリユウコンベヤ(B)の排土口
(9)を通過して、同スクリユウコンベヤ(B)によっ
て搬送される掘削土砂をバケツト(4)に取込み、前記
排土口(9)の側方に離れた位置で(4a)に示す如く鉛
直方向の真上の位置を占め、更に下方に回転して(4b)
に示す位置で排土し、更に(4c)に示す鉛直方向の真下
の位置を通過し、しかるのち再び上方に回転を続ける。The rotor lifter (A) is connected to the drive rotation shaft (1)
As the bucket rotates, the buckets (4) sequentially pass through the discharge port (9) of the screw conveyor (B) disposed in the shield excavator, and are excavated and conveyed by the screw conveyor (B). The earth and sand is taken into the bucket (4), and occupies a position directly above the discharge port (9) in the vertical direction as shown in (4a) at a position away from the discharge port (9), and is further rotated downward (4b).
The soil is discharged at the position shown in (1), passes through the position just below the vertical direction shown in (4c), and then continues to rotate upward again.
図中(10)はスクリユウコンベヤ駆動装置、(11)は
排土ゲートである。In the figure, (10) is a screw conveyor drive device, and (11) is a discharge gate.
図示の実施例は前記したように構成されているので、
前記ロータリフイーダ駆動回転軸(1)を駆動して前記
一双の側板(2)を回転せしめると、同側板(2)間に
前記回転軸(1)と同心円周上に装着されたバケツト
(4)も回転して前記スクリユウコンベヤ(B)の排土
口(9)を通過し、同スクリユウコンベヤ(B)によっ
て搬送された排土を取込む。Since the illustrated embodiment is configured as described above,
When the rotary shaft (1) is driven to rotate the pair of side plates (2), the bucket (4) mounted between the side plates (2) and concentrically with the rotary shaft (1). ) Also rotates and passes through the discharge opening (9) of the screw conveyor (B) to take in the discharged soil conveyed by the screw conveyor (B).
而して前記バケツト(4)が排土口(9)より側方に
離隔して、(4a)に示すように鉛直方向の真上に位置し
たとき、バケツト(4)及びバケツト(4)内の重量を
前記バケツト支持梁(6)に装架された歪計(5)によ
ってリアルタイムに計量することができる。Thus, when the bucket (4) is separated laterally from the discharge port (9) and is located immediately above in the vertical direction as shown in (4a), the bucket (4) and the inside of the bucket (4) Can be measured in real time by a strain gauge (5) mounted on the bucket support beam (6).
而して排土を取込だバケツト(4)が更に回転し、
(4b)に示す位置で排土排出して図示せぬ搬出装置によ
り坑外に搬出する。Then, the bucket (4) that took in the earth was further rotated,
At the position shown in (4b), the soil is discharged and carried out of the mine by a carrying-out device (not shown).
更にバケツト(4)が回転して(4c)に示す鉛直方向
の真下に位置したとき、前記支持梁(6)に装架された
歪計(5)によってバケツト(4)内に残留した土砂を
含めたバケツト(4)の重量を計測することができる。Further, when the bucket (4) is rotated and positioned directly below in the vertical direction shown in (4c), the sediment remaining in the bucket (4) is removed by the strain gauge (5) mounted on the support beam (6). The weight of the bucket (4) can be measured.
従ってこの鉛直方向真下の(4c)における計測結果
を、鉛直方向真上における(4a)における計測結果より
控除することによって、排土重量を計測することができ
る。Therefore, the earth removal weight can be measured by subtracting the measurement result at (4c) immediately below the vertical direction from the measurement result at (4a) immediately above the vertical direction.
この操作によって、バケツト(4)周辺の摩擦による
計量損失を補正することができる。By this operation, the metering loss due to friction around the bucket (4) can be corrected.
このように前記実施例に示す重量計付きロータリフイ
ーダによれば、土圧式シールド掘削機の排出土量をリア
ルタイムで計測することができるので、土圧式シールド
掘削機における排土量を正確且つ迅速に管理でき、従っ
てシールド掘進量に見合った土量を排出することができ
る。As described above, according to the rotor lifter with a weighing scale shown in the above-described embodiment, the amount of soil discharged from the earth pressure shield excavator can be measured in real time. Therefore, the amount of soil corresponding to the amount of shield excavation can be discharged.
この結果、土圧式シールド掘削機のカツタチヤンバ内
に適切な土量を充満させ、且つ適切な泥土の圧力を保持
することができるので、地山を弛めず、また地盤を隆起
させることなく掘進することが可能になる。As a result, an appropriate amount of soil can be filled in the Katatsuchiamba of the earth pressure shield excavator, and an appropriate pressure of mud can be maintained, so that the excavation is performed without loosening the ground and without raising the ground. It becomes possible.
なおバケツト(4)に設けた重量計として歪計(5)
を使用して、バケツト支持梁(6)の曲げ歪によってバ
ケツト(4)の重量を計測する際、前記支持梁(6)の
2断面に歪計(5)を配置することによって、土砂がバ
ケツト(4)内に偏在することになっても、正しい計量
が可能となる。Note that a strain gauge (5) was used as a weighing scale provided in the bucket (4).
When the weight of the bucket (4) is measured by the bending strain of the bucket supporting beam (6) by using a strain gauge (5) is arranged on two cross sections of the supporting beam (6), the soil and the bucket are removed. (4) Even if it is unevenly distributed, correct measurement can be performed.
またバケツト(4)とロータリフイーダ側板(2)と
の間隙には、グリース等でシールすることによって、バ
ケツト(4)の外周に土砂が進入するのを防止し、土砂
に水が混在していても計量に支障を生じないようにする
ことができる。The gap between the bucket (4) and the rotor lifter side plate (2) is sealed with grease or the like to prevent earth and sand from entering the outer periphery of the bucket (4), and water is mixed in the earth and sand. However, it is possible to prevent the measurement from being affected.
更にまたスクリユウコンベヤ(B)と組合わせて重量
計付きロータリフイーダを用いた場合、スクリユウコン
ベヤ(B)の排土口(9)の閉塞用に前記ロータリフイ
ーダ(A)を利用することができる。これは前記各バケ
ツト(4)が夫々独立していて、計量時に影響がないか
らである。Further, when a rotary lifter with a weighing scale is used in combination with the screw conveyor (B), the rotor lift feeder (A) is used for closing the discharge port (9) of the screw conveyor (B). be able to. This is because the buckets (4) are independent of each other and have no effect during weighing.
(発明の効果) 本発明に係る重量計付きロータリフイーダは前記した
ように、ロータリフイーダ駆動回転軸に固定された相対
する一双のロータリフイーダ側板間に、前記回転軸と同
心円周上に沿って互いに分離独立し、且つ夫々重量計を
装架した複数のバケツトを装着し、ロータリフイーダの
回転に伴って土砂取込口より離隔した鉛直方向真上の位
置を通過するように構成されたことによって、土圧式シ
ールド掘削機における排土量を正確に、リアルタイムに
計測、管理することができるため、土圧式シールド掘削
機の掘進量に見合った土量を排出することができ、この
結果同掘削機におけるカツタチヤンバ内に適切な土量を
充満させるとともに、適切な泥土の圧力を保持すること
ができることによって、地山を弛めず、また周辺地盤を
隆起させることなく、安全且つ効率よく掘進作業を遂行
しうるものである。(Effects of the Invention) As described above, the rotor lifter with a weighing scale according to the present invention is provided between a pair of opposed rotor lifter side plates fixed to a rotor lifter driving rotation shaft, on a circle concentric with the rotation shaft. A plurality of buckets which are separated and independent from each other along with a weighing scale are mounted, and pass through a position just above the vertical direction separated from the sediment intake with rotation of the rotor lifter. As a result, it is possible to accurately and in real time measure and manage the earth removal amount of the earth pressure shield excavator, so that it is possible to discharge the soil amount corresponding to the excavation amount of the earth pressure shield excavator, and as a result, The excavator is able to fill the Katsutachiamba with the appropriate amount of soil and maintain the appropriate mud pressure, so that the ground is not loosened and the surrounding ground is raised. The excavation work can be performed safely and efficiently without causing the excavation work.
第1図は本発明に係る重量計付きロータリフイーダの稼
動状況を示す縦断面図、第2図はその一部を欠截して示
した斜視図、第3図はその部分拡大縦断側面図である。 (A)……重量計付きロータリフイーダ、 (1)……ロータリフイーダ駆動回転軸、 (2)……側板、(4)……バケツト、 (5)……歪計、(6)……バケツト支持梁。FIG. 1 is a longitudinal sectional view showing the operating state of a rotor lifter with a weighing scale according to the present invention, FIG. 2 is a perspective view with a part thereof cut away, and FIG. 3 is a partially enlarged longitudinal sectional side view thereof. It is. (A): Rotary lifter with weighing scale (1) Rotary shaft for driving the rotary lifter (2) Side plate (4) Bucket (5) Strain gauge (6) … Bucket support beam.
Claims (1)
相対する一双のロータリフイーダ側板間に、前記回転軸
と同心円周上に沿って互いに分離独立した複数のバケツ
トを装着するとともに、同各バケツトに重量計を装架し
てなり、同各バケツトは前記ロータリフイーダの回転に
伴って、土砂取込口より離隔した鉛直方向真上の位置を
通過するように構成されたことを特徴とする重量計付ロ
ータリフイーダ。1. A plurality of buckets which are separated and independent from each other along a concentric circle with the rotating shaft are mounted between a pair of opposed rotor lifter side plates fixed to a rotating shaft for driving a rotor lift feeder. A weighing scale is mounted on the bucket, and each of the buckets is configured to pass through a position directly above in a vertical direction separated from the sediment inlet with rotation of the rotor lifter. Rotary lifter with weighing scale.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20518590A JP2638267B2 (en) | 1990-08-03 | 1990-08-03 | Rotary lifter with weighing scale |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20518590A JP2638267B2 (en) | 1990-08-03 | 1990-08-03 | Rotary lifter with weighing scale |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0489720A JPH0489720A (en) | 1992-03-23 |
| JP2638267B2 true JP2638267B2 (en) | 1997-08-06 |
Family
ID=16502821
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20518590A Expired - Fee Related JP2638267B2 (en) | 1990-08-03 | 1990-08-03 | Rotary lifter with weighing scale |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2638267B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106044277B (en) * | 2016-07-21 | 2018-08-21 | 中冶焦耐(大连)工程技术有限公司 | A volume-adjustable discharge device drum structure and its application method |
| CN111824795A (en) * | 2020-07-31 | 2020-10-27 | 国网河南省电力公司西峡县供电公司 | A kind of cement powder unloading auxiliary device for straight column slab |
| JP7787567B2 (en) * | 2022-04-04 | 2025-12-17 | 中川企画建設株式会社 | Sludge measurement system |
-
1990
- 1990-08-03 JP JP20518590A patent/JP2638267B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0489720A (en) | 1992-03-23 |
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