JPS6065822A - Leveller for rubble-mound - Google Patents

Leveller for rubble-mound

Info

Publication number
JPS6065822A
JPS6065822A JP17313083A JP17313083A JPS6065822A JP S6065822 A JPS6065822 A JP S6065822A JP 17313083 A JP17313083 A JP 17313083A JP 17313083 A JP17313083 A JP 17313083A JP S6065822 A JPS6065822 A JP S6065822A
Authority
JP
Japan
Prior art keywords
leveling
stand
chute
travel
horizontal
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
JP17313083A
Other languages
Japanese (ja)
Inventor
Juichi Hirase
平瀬 壽一
Takaaki Masuda
益田 卓明
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.)
UNYUSHO DAINI KOWAN KENSETSUKYOKU
Original Assignee
UNYUSHO DAINI KOWAN KENSETSUKYOKU
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 UNYUSHO DAINI KOWAN KENSETSUKYOKU filed Critical UNYUSHO DAINI KOWAN KENSETSUKYOKU
Priority to JP17313083A priority Critical patent/JPS6065822A/en
Publication of JPS6065822A publication Critical patent/JPS6065822A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/10Placing gravel or light material under water inasmuch as not provided for elsewhere

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PURPOSE:To form a uniform levelling surface by installing an extensible leg to a horizontal stand while mounting hydraulic sensors at the four corners of the stand and setting up a chute truck which can travel on the stand. CONSTITUTION:The four corners of a horizontal stand 1 are hung by wires 14 from a support ship, signals from hydraulic sensors 15 are compared and the wires 14 are adjusted to keep a device at a level while suspension is stopped temporarily at height from the proper bottom of the water by signals from an acoustic depth finder group 16, and the device is induced to a predetermined position. Legs 17 are expanded and contracted, the device is seated and the wires 14 are slackened, and the horizontality of the device is calculated accurately and the device is seated. A travelling stand 4 is made to travel on rails 2 for the horizontal stand 1 while a chute truck 7 is made to travel on rails 5 for the travelling stand 4, thus crosswise making a levelling chute 9 to travel, then paving and levelling rubble mounds.

Description

【発明の詳細な説明】 本発明は水底にケーソン、ブロック等のiF(’HE構
造物の基礎マウンドを構成する最上層部の石材の凹凸を
精密に均らず所謂、本均しのための装置に関する。茫礎
マウンドの構築は、石材の捨込み、荒均し、本均しの手
順で実施され仕上げ精度は、一般に本均しの場合の凹凸
の限度はS c rn以内にしなければならない。(尾
来の基礎マウンド構築工事は基礎マウンドの法肩およO
法尻に見通し竹を設置し、潜水夫の指示により投石を行
い、その後水中丁張を設置し!替水火が均し定規を移動
させながら均し作業を行っている。これらの作業は水中
におりる作業であり、近年の港湾工事の大水深化、人規
桧化とあわυ潜水夫の不足によりまずまず田作となる傾
向にあり、潜水夫による上記作業の代わりとなるような
本均しの機械化施工技術を開発することが要請されてい
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention is a method for flattening caissons, blocks, etc. on the bottom of the water without precisely smoothing out the unevenness of the topmost stone that constitutes the foundation mound of the HE structure. Regarding the equipment, the construction of a foundation mound is carried out through the steps of stone dumping, rough leveling, and main leveling, and the finishing accuracy generally has to be within the limit of unevenness in the case of main leveling. (The construction work for the foundation mound in Ogoro was carried out on the slope shoulder and O of the foundation mound.
We set up a line of sight bamboo at the bottom of the slope, threw stones at the diver's instructions, and then set up an underwater fence! Kaiseihibi is leveling the area while moving the leveling ruler. These tasks involve going down into the water, and in recent years, due to the deepening of the water in port construction, increased labor regulations, and a shortage of bubble divers, there is a tendency for the work to become a rice crop. There is a need to develop a mechanized construction technology for the leveling process.

しかしながら従来開発されている本均し技術としてはス
クリュウ、フ゛レード、1駆動機により均し作業を行う
ものが多く、これらは捨込みと均しとが別々の工程にな
ることと、捨石の散逸や均し精度に問題があり、また捨
込均しシュートによる方法はスパッド付台船やポンプ船
のラダー等を利用しているため大水深化での作業が困難
である。そこで水深の影響を受けない経済的でかつ均し
精度の良好な装置として発明されたのが、本捨石均し装
置である。
However, many of the conventional leveling techniques that have been developed use screws, fields, and one-drive machines for leveling work, and these methods require separate processes for dumping and leveling, and they are difficult to dissipate and reduce the scattering of rubble. There is a problem with leveling accuracy, and the method using a drop-in leveling chute uses a barge with a spud or the rudder of a pump boat, making it difficult to work in deep water. Therefore, the present rubble leveling device was invented as an economical device that is not affected by water depth and has good leveling accuracy.

本発明は、水上の台船より本装置を吊り下げ水底に着座
後、脚の伸縮を行い装置を水平にして、走行架台のホッ
パに台船より捨石を落とし込み、捨込均しシュー1・を
縦横に走行さ・已、捨を敷き均すことにより切れ目のな
い均一な均し面を得る装置である。
In the present invention, after suspending this device from a barge on the water and seating it on the water bottom, the legs are extended and contracted to make the device horizontal, and rubble is dropped from the barge into the hopper of the traveling platform, and the dumping leveling shoe 1. This is a device that obtains an unbroken and uniform leveled surface by leveling the surface by running it vertically and horizontally.

次に本発明を図面に基づいて説明する。第1図は本発明
の実施例の平面図、第2図は同正面図、第3図は同側面
図である。
Next, the present invention will be explained based on the drawings. FIG. 1 is a plan view of an embodiment of the present invention, FIG. 2 is a front view thereof, and FIG. 3 is a side view thereof.

水平架台1はボックス構造の力形枠であり、内部を適当
に仕切って浮力体を兼ねるものである。向い合う一対の
上面にはレール2が敷設され、その上を車輪3に誘導さ
れた走行架台4が移動する。走行架台4は水平架台1と
同しく浮力体を兼ねるものである。L下両面にレール5
が敷設されその上を車輪6に誘導されたシュー1台車7
が走行する。シコート台車7にはホッパ8と捨込均しシ
ュート9が取りつりられておリシュ−1・台車7と走行
架台4の走行により、捨込均しシュート9は縦横に移I
r!JJすることができる。走行架台4の下面のレール
5は均し月の垂直反力を受けるものであり、また走行架
台4およびシュー1・台車7には直進性の確保ならびに
均し時の水平反力から駆動装置を保護するためカイト川
ローラを設ける。走fj架台71およびシュート台車7
番よ油圧ユニット10.10’ により油圧モータ11
,11’ とピンラック寸たはラック12,12°によ
るピン′アンI−スブIZケI・方式またはラックアン
トピニオン方式によって駆動される。
The horizontal frame 1 is a box-structured frame, and the inside is appropriately partitioned to double as a buoyant body. Rails 2 are laid on the upper surfaces of the pair facing each other, and a traveling frame 4 guided by wheels 3 moves on the rails 2. The traveling frame 4, like the horizontal frame 1, also serves as a buoyant body. Rail 5 on both sides of L bottom
Shoe 1 truck 7 is laid and guided by wheels 6 on top of it.
runs. A hopper 8 and a dumping leveling chute 9 are attached to the top truck 7, and the dumping and leveling chute 9 is moved vertically and horizontally by the running of the top truck 7 and the traveling platform 4.
r! You can JJ. The rail 5 on the lower surface of the traveling frame 4 receives the vertical reaction force of the leveling, and the traveling frame 4, shoe 1, and truck 7 are equipped with a drive device to ensure straightness and to ensure the horizontal reaction force during leveling. A kite river roller will be installed for protection. Running fj mount 71 and chute trolley 7
Hydraulic motor 11 by hydraulic unit 10.10'
, 11' and a pin rack dimension or a rack 12, 12 degrees.

不陸のある水底上に着座さ・υろ方法は次の、1、うに
行なわれる。走行架台4および水平架台]を7′フ力体
として使いそれでも重量が数10トンを越える場合はl
?ツカ体13取りつり、重量を軽減さ一ピて台船よりワ
イヤ14で水平架台1の四隅を吊り下げる。吊り下げた
状態で水平架台1の四隅に設けた水圧センサ15の信号
を比較して、ワイヤ14を調整して本装置を水平に保つ
。一方、均し面の81測をおこなう音響測深機群16の
信号によって、適当な水底からのiNさて吊り下げを一
時停」ヒし、陸」二の固定点からトランシット られたピアノ線等の機械的計尺を目視観測し、所定の位
置に誘導する。その作業が完了ずれは脚17を伸縮着座
さぜワ・fヤ14を弛める。着座後Oと隅の機械的51
尺を陸上の固定点から観測し、所定の絶対深度になるよ
う脚17を伸縮させる。観測した機械的旧尺の位置に相
当する水圧センサ15と残りの3箇所の信号を比較して
、装置の水平度を厳密に出す。
The method for sitting on an uneven water bottom is as follows: 1. If the traveling frame 4 and the horizontal frame] are used as a 7' suspension body and the weight still exceeds several tens of tons,
? The four corners of the horizontal frame 1 are suspended from the barge by wires 14 to reduce the weight by attaching the lever body 13. In the suspended state, signals from water pressure sensors 15 provided at the four corners of the horizontal pedestal 1 are compared, and the wire 14 is adjusted to keep the device horizontal. On the other hand, in response to a signal from the echo sounder group 16, which performs 81 measurements of the leveled surface, the suspension of the iN from the water bottom was temporarily stopped, and the equipment, such as piano wire, was transported from a fixed point on land. Visually observe the target scale and guide it to the designated position. When the work is completed, the legs 17 are extended and the seat 14 is loosened. O after seating and mechanical 51 in the corner
The height is observed from a fixed point on land, and the legs 17 are extended and contracted to reach a predetermined absolute depth. The horizontality of the device is precisely determined by comparing the water pressure sensor 15 corresponding to the observed mechanical old position with the signals from the remaining three locations.

従来はこのような水準化を1jうために傾斜旧等の水!
1ζ器を利用しているが、精度は0.1度程度であり、
水平架台1の長さを3 0 mとすると両端の差は5c
mになることや、走fi架4i・1の走行する水平架台
1の梁は走行架台4の移動により撓みが生しるために更
に精度が悪くなで。
Previously, water such as slope old etc. was used for leveling 1j like this!
Although a 1ζ device is used, the accuracy is about 0.1 degree,
If the length of horizontal frame 1 is 30 m, the difference between both ends is 5 c.
In addition, the beam of the horizontal pedestal 1 on which the running FI rack 4i.1 travels is deflected due to the movement of the traveling mount 4, which further deteriorates the accuracy.

ことが考えられる。そこで相対的な高さが明らかとなる
水圧センサを用いるものζある。相り1的な高さかわか
るため水準化をスフ9ースニ行うことができる。
It is possible that Therefore, there is a method that uses a water pressure sensor that allows the relative height to be determined. Since you can see the relative height, you can level it up from 9 to 9.

脚17は油圧シリンダ17゛ のビス1ン−[な+j5
に自在継手17゛を介して着座撮17 が設けられζお
り、装置の荷重を・う(lる。捨込均しシフ、−1・9
が走行する時に水平抵抗力←1Jるが、均し時けlツカ
体12および水X1’架台1、走行架台4に注水してい
るため、装置の台車に〕1(づく着座後17 と捨石間
の15(1皇力て1−分l!11えらJする。なお、着
II 4反17 の人\さく,!、括礎マウンドを必要
Jり十に荒らさない適当な大きさである。また、油圧j
.ユニットl 8 C作動される脚17の油圧シリンダ
のスI・U りは水II’(の不陸に影響されない大き
さをもつものである第4図は捨込均しシコート9を水平
に移動させた状態の縦断面図である。移動方向前方に捨
石の流動するF域が、後方に捨石がほとんど流動しない
停滞域S域が生しる。捨込均しシュート9が通過した所
には、捨込均しシュート9の下端からΔHの隙間をもつ
均し面が得られる。
The leg 17 is attached to the screw 1 of the hydraulic cylinder 17.
A seated camera 17 is installed through a universal joint 17 to take the load off the device.
When the machine runs, the horizontal resistance force is ← 1J, but at the time of leveling, water is poured into the latch body 12, water Between 15 (1 imperial power and 1-minute l!11 gills J.) In addition, it is an appropriate size that will not damage the foundation mound as much as necessary. Also, hydraulic pressure
.. The hydraulic cylinders of the legs 17 that are operated by the units I and U have a size that is not affected by the unevenness of the water II' (Figure 4). It is a longitudinal cross-sectional view of the state in which the rubble flows in the forward direction in the moving direction, and the stagnation area S in which the rubble hardly flows occurs in the rear. , a leveling surface having a gap of ΔH from the lower end of the waste leveling chute 9 is obtained.

第5図は均し作業の一条目を、第6図は同二条目以降の
説明図である。捨込均しシュート9の進行方向と直角方
向には安息角にほぼ等しい角度の傾斜角φをもつマウン
ドが得られる。二条目以降は、−条部に均らされたマウ
ンドとある重複量Rをもって均し作業を行う。この場合
重複部には停滞域であるS域が生じるが、均し面の形状
は乱されることはない。
Figure 5 is an explanatory diagram of the first leveling process, and Figure 6 is an explanatory diagram of the second level and subsequent levels. A mound having an inclination angle φ approximately equal to the angle of repose is obtained in a direction perpendicular to the direction in which the dumping and leveling chute 9 moves. From the second row onwards, leveling work is performed with a certain amount of overlap R with the mound leveled on the − row section. In this case, an S region, which is a stagnation region, occurs in the overlapping portion, but the shape of the leveled surface is not disturbed.

本装置は以上のように、捨込均し方式であるため捨石の
散逸がなく、また従来別々の工程となっていた捨込作業
と均し作業を同時に行うため非常に高能率な施工が可能
となる。更に、1(【横に捨込均しシュート9を走行さ
せるため、切れ目のない精度の良好な均し作業が可能で
ある゛。捨込均しシュー1・方式の場合、均し時の抵抗
力は大きいが、捨込均しシュート9・を縦措に7E行さ
一υるため、捨込均しシュー 1・9は閉塞の起こらな
い程度の大きさでよく、小さな駆動力て済むという利点
がある。また、水平架台1の水準化を行うために水圧セ
ンサ15を利用するため、装置の規模も自由に選ぶこと
ができる。
As mentioned above, this equipment uses a dumping and leveling method, so there is no scattering of rubble, and it is also capable of highly efficient construction because it performs the dumping and leveling work, which used to be separate processes, at the same time. becomes. In addition, 1 ([Since the discard leveling chute 9 runs sideways, it is possible to level the work with good accuracy without any cuts.In the case of the discard leveling shoe 1 method, the resistance during leveling is Although the force is large, since the discharging leveling chute 9 is moved vertically in 7E lines, the discharging leveling chute 1 and 9 only need to be large enough to avoid clogging, and only require a small driving force. Furthermore, since the water pressure sensor 15 is used to level the horizontal frame 1, the scale of the device can be freely selected.

本発明は上述のように構成したため、気l)4象条(’
lの影響を受けにくく、入水深化や大曳ねILへの対応
が容易であり、従来のI−法に比べ経済的でかつ高能率
な均し作業が可能となる。
Since the present invention is configured as described above, the four quadrants (')
It is less susceptible to the influence of I-methods, and can easily cope with deeper water entry and larger IL-trailing, and enables more economical and highly efficient leveling work than the conventional I-method.

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

第1図は本発明装置の平i?ii lツ1、第2図IF
同正□ 面図、第3図は同(y11面図、第4図は捨込
均しシ“ ニート走行時の縦断面図、第5図は一条U〕
の均し状態の説IJJ図、第6図は二条目以降の均し状
態の説明図である。 I 水平架台 2 レール 3 車輪 4 走行架台 5 レール 6 車輪 7 シュート台車 8 よ、バ 9 捨込均しシュートlo 油圧ユニット10゛油圧ユ
ニット 11 油圧モータ11゛油圧モータ 12 ラ
ック 12′ラツク ■3 浮力体 14 ワイヤ 15 水圧センサ 16 音響測深機 I7 脚 17゛ ビス(・ン 17”自在継子。 17”’ 着座板 I8 油圧ユニットS域 停滞域 
F域 流動域 ΔH捨込均しシュート下端と均し面の距離n 条 R重
複量 ■ 進行方向 特許出願人 運輸省第二港湾建設局 1 第1図 第21粗 第31] 駕4図 届5図 ’X8、゛ 1: 1 1 く 葛6図
FIG. 1 shows the flat surface of the device of the present invention. ii 1, Figure 2 IF
The same front view, Figure 3 is the same (Y11 side view, Figure 4 is a vertical cross-sectional view when running neatly, Figure 5 is one-row U)
Figure IJJ and Figure 6 are explanatory diagrams of the leveling condition of the second and subsequent rows. I Horizontal mount 2 Rail 3 Wheel 4 Traveling mount 5 Rail 6 Wheel 7 Chute cart 8 Yo, bar 9 Throwing and leveling chute lo Hydraulic unit 10゛Hydraulic unit 11 Hydraulic motor 11゛Hydraulic motor 12 Rack 12' rack ■3 Floating body 14 Wire 15 Water pressure sensor 16 Echo sounder I7 Leg 17゛ Screw 17'' universal step. 17'' Seating plate I8 Hydraulic unit S area Stagnation area
F area Flow area ΔH Distance between the lower end of the dumping leveling chute and the leveling surface n Article R overlap amount ■ Direction of travel Patent applicant Ministry of Transport Second Port Construction Bureau 1 Figure 1 Figure 21 Rough No. 31] Palette 4 Figure Notification 5 Figure 'X8,゛1: 1 1 Figure 6

Claims (1)

【特許請求の範囲】 ■)水底における基礎マウンド構築工事のめの、水準化
が可能な支持脚付浮体兼用に保持された捨込均しシ:j
−1・に石を供しながら敷き均らす捨石均し装置。 2)支持脚付浮体兼用枠が伸縮可能な111.11おび
浮力体を有する水平架台、前記水平架上を横方向に移動
する走行架台上に相対に直角方向に走行するシュート台
車がらる特′31[請求の範囲第1項記載の捨石均し4
置。 3)水平架台上の四隅に水圧センサを設置しその信号を
もとに脚を伸縮させて厳密な水準化を行うことができる
特許請求の範囲第1項記載の捨石均し装M 。
[Claims] ■) A leveling machine held as a floating body with support legs that can be leveled for foundation mound construction work on the water bottom: j
-1. A rubble leveling device that levels the ground while supplying stones. 2) A horizontal mount having a floating frame with support legs that is extendable and retractable, and a buoyant body, and a chute cart that runs at right angles to the running gantry that moves laterally on the horizontal mount. 31 [Rubbish leveling according to claim 1 4
Place. 3) The rubble leveling device M according to claim 1, in which water pressure sensors are installed at the four corners of the horizontal pedestal, and the legs can be extended and contracted based on the signals to perform strict leveling.
JP17313083A 1983-09-21 1983-09-21 Leveller for rubble-mound Pending JPS6065822A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17313083A JPS6065822A (en) 1983-09-21 1983-09-21 Leveller for rubble-mound

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17313083A JPS6065822A (en) 1983-09-21 1983-09-21 Leveller for rubble-mound

Publications (1)

Publication Number Publication Date
JPS6065822A true JPS6065822A (en) 1985-04-15

Family

ID=15954675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17313083A Pending JPS6065822A (en) 1983-09-21 1983-09-21 Leveller for rubble-mound

Country Status (1)

Country Link
JP (1) JPS6065822A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100842041B1 (en) 2007-05-31 2008-06-30 성보개발 주식회사 Marine work in stone for dumping device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49114243A (en) * 1973-02-28 1974-10-31
JPS566827A (en) * 1979-06-27 1981-01-24 Mitsubishi Heavy Ind Ltd Forming of mound etc.

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49114243A (en) * 1973-02-28 1974-10-31
JPS566827A (en) * 1979-06-27 1981-01-24 Mitsubishi Heavy Ind Ltd Forming of mound etc.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100842041B1 (en) 2007-05-31 2008-06-30 성보개발 주식회사 Marine work in stone for dumping device

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