JPH06330693A - Assembling method of segment for rectangular shield of large section - Google Patents

Assembling method of segment for rectangular shield of large section

Info

Publication number
JPH06330693A
JPH06330693A JP5118369A JP11836993A JPH06330693A JP H06330693 A JPH06330693 A JP H06330693A JP 5118369 A JP5118369 A JP 5118369A JP 11836993 A JP11836993 A JP 11836993A JP H06330693 A JPH06330693 A JP H06330693A
Authority
JP
Japan
Prior art keywords
segment
rectangular shield
upper side
erectors
erector
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
JP5118369A
Other languages
Japanese (ja)
Other versions
JP2826794B2 (en
Inventor
Katsutoshi Asai
勝稔 浅井
Hiroshi Hashiba
博史 橋場
Hiroyoshi Tagawa
弘義 田川
Hiroshi Sakurai
洋 桜井
Yoshibumi Fujii
義文 藤井
Tadahiro Fukumoto
忠浩 福本
Yoshiki Nagashima
哲紀 永島
Futoshi Nanase
太志 七瀬
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.)
Mitsubishi Heavy Industries Ltd
Takenaka Komuten Co Ltd
Takenaka Doboku Co Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
Takenaka Komuten Co Ltd
Takenaka Doboku Co Ltd
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 Mitsubishi Heavy Industries Ltd, Takenaka Komuten Co Ltd, Takenaka Doboku Co Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP5118369A priority Critical patent/JP2826794B2/en
Publication of JPH06330693A publication Critical patent/JPH06330693A/en
Application granted granted Critical
Publication of JP2826794B2 publication Critical patent/JP2826794B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To facilitate fitting of a large sized segment so as to improve execution efficiency in case of construction of a horizontal tunnel of large section by carrying a segment in the fitting conditiom into the tunnel, grasping it with erectors after horizontally suspending by means of hoists and the like, and fitting it without turning over it. CONSTITUTION:An upper side part segment piece 10 of rectangular section is carried in a tunnel by means of a carriage 3 in the condition of facing the finish surface 10a downward. Next it is horizontally suspended by hoists 5 and the like, grasped by erectors 2, lifted in the condition, and fitted by means of bolts and the like. It is not turned over in the tunnel. Hereby, a large sized and broad segment can be fitted, and execution efficiency can be improved.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、横幅が7m以上の大
断面の矩形シールド用セグメントの組立方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of assembling a rectangular shield segment having a large cross section having a width of 7 m or more.

【0002】[0002]

【従来の技術】従来の矩形断面シールドは、図9に例示
したように、トンネル幅が5m程度の大きさであり、1
ピースのセグメントの長さは短かい。このためセグメン
トの組立方法は、台車で運んできたセグメントをエレク
タで把持し所定の向きに回転させて組み立てる方法であ
った。従って、図9に示した上辺のセグメント1はその
仕上り面1aを上向きとした姿勢として台車で運ばれ、
この姿勢のままエレクタ2によって把持され、約180
゜回転させて組み立てられる。
2. Description of the Related Art A conventional rectangular cross-section shield has a tunnel width of about 5 m as shown in FIG.
The segment length of the piece is short. For this reason, the method of assembling the segment has been a method of assembling the segment carried by the trolley by rotating the segment in a predetermined direction with the erector. Therefore, the segment 1 on the upper side shown in FIG. 9 is carried by the carriage with the finished surface 1a thereof facing upward,
It is gripped by the erector 2 in this position,
It can be assembled by rotating it.

【0003】[0003]

【本発明が解決しようとする課題】道路などは一車線ラ
ンプでもトンネルの横寸法は7〜12m程度の大きさで
あり、大断面矩形シールドの施工が要求される。大断面
矩形シールドの施工において、セグメントの分割数を増
やし、継手数を増加させると、矩形シールドの剛性が低
下され、変形を大きくしてしまう。従って、セグメント
の分割数を、ひいては継手数を減らすことが有効的であ
る。ところが、継手数を従来同様8分割ぐらいに制限す
ると、1ピースのセグメントの長さが長くなるから、図
10に例示したように、特に上辺部分のセグメントピー
ス10の組立てに関しては、従来のセグメント組立方法
ではエレクタ2で把持してトンネル内で回転させること
ができず、組み立てを行えない。
Even in the case of a one-lane ramp on a road or the like, the tunnel has a lateral dimension of about 7 to 12 m, and construction of a large-section rectangular shield is required. In the construction of a large-section rectangular shield, if the number of segments is increased and the number of joints is increased, the rigidity of the rectangular shield is reduced and the deformation is increased. Therefore, it is effective to reduce the number of divisions of the segment and thus the number of joints. However, if the number of joints is limited to about 8 divisions as in the conventional case, the length of a segment of one piece becomes long. Therefore, as shown in FIG. In the method, the erector 2 cannot be gripped and rotated in the tunnel, and the assembly cannot be performed.

【0004】従って、本発明の目的は、トンネル横寸法
が大きい大断面の矩形シールド用セグメントの継手数を
減らし、その一方で、上辺部分の長いセグメントピース
を容易に組み立てることができる方法を提供することで
ある。
Therefore, an object of the present invention is to provide a method capable of reducing the number of joints of a rectangular shield segment having a large cross section with a large tunnel lateral dimension, while easily assembling a segment piece having a long upper side portion. That is.

【0005】[0005]

【課題を解決するための手段】上記の課題を解決するた
めの手段として、本発明に係る大断面の矩形シールド用
セグメントの組立方法は、大断面矩形シールドの上辺部
分のセグメントピース10は仕上がり面10aを下に向
けた姿勢で搬入し、組立て位置において、前記セグメン
トピース10は先ずホイスト5等でエレクタ2による把
持が可能な高さまで水平に吊り上げる。前記の高さに達
した時点で、前記セグメントピース10の下面側をエレ
クタ2により把持せしめて負荷の盛り替えを行い、その
後エレクタ2により前記セグメントピース1を持ち上げ
て上辺部分へはめ込み継手の接合を行うことを特徴とす
る。
As a means for solving the above problems, in the method of assembling a rectangular shield segment having a large cross section according to the present invention, the segment piece 10 at the upper side of the large cross section rectangular shield has a finished surface. In the assembled position, the segment piece 10 is first hoisted horizontally by the hoist 5 or the like to a height at which the erector 2 can grip it. When the height is reached, the lower surface side of the segment piece 10 is gripped by the erector 2 to change the load, and then the erector 2 lifts the segment piece 1 to join the fitting joint to the upper side portion. It is characterized by performing.

【0006】本発明はまた、エレクタ2を横並びの配置
で合計2台設置し、ホイスト5等により水平に所定の高
さまで吊り上げた上辺部分のセグメントピース10は、
その下面側を前記2台のエレクタ2,2が共同して左右
2カ所をバランス良く把持して負荷の盛り替えを行い、
上辺部分への組立てを行うことも特徴とする。
According to the present invention, a total of two erectors 2 are installed side by side, and the segment piece 10 of the upper side portion is horizontally hung up to a predetermined height by a hoist 5 or the like.
On the lower surface side, the two erectors 2 and 2 jointly grip the two left and right places in a well-balanced manner to rebalance the load,
It is also characterized in that it is assembled on the upper side.

【0007】[0007]

【作用】台車3は、仕上り面10aを下に向けた上辺部
分のセグメントピース10を組立て位置へ搬入する。ホ
イスト5は、前記セグメントピース10をエレクタ2で
把持可能な高さまで水平に吊り上げる。エレクタ2は、
前記セグメントピース10を把持すると、回転させる必
要もなく、そのまま直線的動作で上辺部分への組立てを
行える。
The carriage 3 carries the segment piece 10 at the upper side with the finished surface 10a facing downward to the assembly position. The hoist 5 horizontally suspends the segment piece 10 to a height at which the segment piece 10 can be gripped by the erector 2. Erecta 2
When the segment piece 10 is gripped, it is not necessary to rotate the segment piece 10 and the assembly to the upper side portion can be performed by a linear operation as it is.

【0008】[0008]

【実施例】次に、本発明の実施例を図面に基づいて説明
する。図1から図7は大断面の矩形シールド用セグメン
トの組立工程を順に示している。先ず図1に示したよう
に、下辺部分のコーナセグメントピース4を台車3によ
り組立て位置まで搬入する。次いで図2に示したよう
に、前記組立て位置に左右に横並びの配置で合計2台設
置されたエレクタ2,2をそれぞれ運転して、矩形シー
ルドの下辺の左右の両角部へ、仕上り面4aを内方に向
けたコーナセグメントピース4をそれぞれ組立てる。前
記2台のエレクタ2,2の配置は、矩形シールド断面の
中央部にオープンスペース6を確保し、前記オープンス
ペース6に電源線や油圧ケーブルあるいは排土装置等の
装備を収納することができるように考慮されている。
Embodiments of the present invention will now be described with reference to the drawings. 1 to 7 sequentially show the steps of assembling a rectangular shield segment having a large cross section. First, as shown in FIG. 1, the corner segment piece 4 of the lower side portion is carried by the carriage 3 to the assembled position. Next, as shown in FIG. 2, a total of two erectors 2, 2 installed side by side in the assembling position side by side are operated respectively, and the finished surface 4a is attached to both left and right corners of the lower side of the rectangular shield. Assemble the corner segment pieces 4 facing inward. The arrangement of the two erectors 2 and 2 secures an open space 6 in the central portion of the rectangular shield cross section, and the open space 6 can accommodate equipment such as a power supply line, a hydraulic cable, and an earth discharging device. Have been considered to.

【0009】図3では前記同様に、2台のエレクタ2を
運転して、矩形シールドの下辺部分には前記左右のコー
ナセグメントピース4の間に納める配置で仕上り面7a
を上方に向けた下辺部分のセグメントピース7を組立て
る。つづいて前記左右のコーナセグメントピース4の上
に、仕上り面8aを内方に向けた左右両側辺のセグメン
トピース8をそれぞれ組立てる(図4参照)。更に前記
左右両側辺のセグメントピース8の上に、仕上り面9a
を内方に向けた上辺左右のコーナセグメントピース9を
それぞれ組立て、継手の接合がそれぞれ行われる(図5
参照)。
In FIG. 3, similarly to the above, the two erectors 2 are operated, and the finished surface 7a is arranged such that the lower side of the rectangular shield is housed between the left and right corner segment pieces 4.
Assemble the segment piece 7 of the lower side portion with the upward facing. Next, on the left and right corner segment pieces 4, the segment pieces 8 on both the left and right sides with the finished surface 8a facing inward are respectively assembled (see FIG. 4). Further, on the segment pieces 8 on both the left and right sides, a finished surface 9a is formed.
The corner segment pieces 9 on the left and right of the upper side with the inner side facing inward are respectively assembled, and the joints are respectively joined (FIG. 5).
reference).

【0010】最後に、仕上り面10aを下に向けた姿勢
で上辺部分のセグメントピース10を台車3によって搬
入する(図6参照)。前記上辺のセグメントピース10
は、シールド坑内の天井部分に配備された2台のホイス
ト5(又はその他の同種の吊り上げ装置)により、エレ
クタ2による支持が可能な高さまで水平姿勢のまま吊り
上げる。そして、図7に示したように、2台のエレクタ
2の共同作用として前記セグメントピース10の左右2
カ所をバランス良く把持させて前記ホイスト5との負荷
の盛り替えを行う。従って、エレクタ2はセグメントピ
ース10を回転させることなく、矩形シールドの上辺部
分の前記左右のコーナセグメントピース4,4の間へ仕
上り面10aを下方に向けた姿勢のまま納める要領で直
線的動作で組立てを行う。
Finally, the segment piece 10 on the upper side is carried in by the carriage 3 with the finished surface 10a facing downward (see FIG. 6). The segment piece 10 on the upper side
Is hoisted in a horizontal posture by two hoists 5 (or other hoisting devices of the same kind) provided on the ceiling part inside the shield mine, to a height at which it can be supported by the erector 2. Then, as shown in FIG. 7, the two left and right sides of the segment piece 10 are operated as a joint action of the two erectors 2.
The places are gripped in a well-balanced manner and the load with the hoist 5 is changed. Therefore, the erector 2 does not rotate the segment piece 10 but linearly moves in such a manner that the finished surface 10a is kept in a downward position between the left and right corner segment pieces 4 and 4 at the upper side of the rectangular shield. Assemble.

【0011】なお、上述した実施例では2台のエレクタ
2,2を使用してセグメントピースを把持し組み立てる
方法を説明したが、この限りではない。図8に示したよ
うに、シールドトンネルの中央部に設置した1台のエレ
クタ2によってセグメントピースを把持させ組み立てる
ことも可能である。更に、図6のホイスト5に代わる吊
り上げ手段として、後方台車に装備された持ち上げ装置
等によりセグメントピースの吊り上げを行う方法も実施
できる。
In the above-described embodiment, the method of holding and assembling the segment pieces by using the two erectors 2 and 2 has been described, but the invention is not limited to this. As shown in FIG. 8, it is also possible to hold and assemble the segment pieces by the single erector 2 installed in the central portion of the shield tunnel. Further, as a lifting means in place of the hoist 5 in FIG. 6, a method of lifting the segment pieces by a lifting device or the like equipped on the rear carriage can also be implemented.

【0012】[0012]

【本発明が奏する効果】本発明に係る大断面の矩形シー
ルド用セグメントの組立方法によれば、横寸法が長い上
辺部分のセグメントピース10を、矩形シールド断面内
において回転させることなく、容易に迅速に組立てられ
る。また、2台のエレクタ2,2を使用することによっ
て、長いセグメントピース10の2カ所をバランス良く
把持できるので、発生する曲げモーメントを小さくで
き、セグメントピース10を損傷させることもない。更
に、2台のエレクタ2,2の間の矩形シールド断面の中
央部に生じるオープンスペース6には油圧ケーブル等の
装備を収納できるので、セグメント組立時に前記装備を
一時的に撤去する必要もなく、大断面矩形シールド工事
を効率的に施工できる。
According to the method of assembling a rectangular shield segment having a large cross section according to the present invention, the segment piece 10 of the upper side portion having a long lateral dimension can be easily and quickly rotated without rotating within the rectangular shield cross section. Assembled. Further, by using the two erectors 2 and 2, it is possible to grasp the long segment piece 10 at two locations in a well-balanced manner, so that the bending moment generated can be reduced and the segment piece 10 is not damaged. Further, since equipment such as hydraulic cables can be stored in the open space 6 formed in the central portion of the rectangular shield cross section between the two erectors 2 and 2, it is not necessary to temporarily remove the equipment at the time of segment assembly, The large-section rectangular shield work can be done efficiently.

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

【図1】コーナセグメントピースを搬入した状態を示し
た矩形シールドの断面図である。
FIG. 1 is a cross-sectional view of a rectangular shield showing a state where a corner segment piece is loaded.

【図2】2台のエレクタで下辺部分のコーナセグメント
ピースを組み立てる状態を示した矩形シールドの断面図
である。
FIG. 2 is a cross-sectional view of a rectangular shield showing a state where a corner segment piece of a lower side portion is assembled with two erectors.

【図3】2台のエレクタで下辺部分のセグメントピース
を組み立てる状態を示した矩形シールドの断面図であ
る。
FIG. 3 is a cross-sectional view of a rectangular shield showing a state in which a segment piece of a lower side portion is assembled with two erectors.

【図4】2台のエレクタで側辺部分のセグメントピース
を組み立てる状態を示した矩形シールドの断面図であ
る。
FIG. 4 is a cross-sectional view of a rectangular shield showing a state in which side pieces of segment pieces are assembled by two erectors.

【図5】2台のエレクタで上辺のコーナセグメントピー
スを組み立てる状態を示した矩形シールドの断面図であ
る。
FIG. 5 is a cross-sectional view of the rectangular shield showing a state in which the corner segment pieces on the upper side are assembled with two erectors.

【図6】上辺部分のセグメントピースを搬入した状態を
示した矩形シールドの断面図である。
FIG. 6 is a cross-sectional view of a rectangular shield showing a state in which a segment piece of an upper side portion is carried in.

【図7】2台のエレクタで上辺部分のセグメントピース
を組み立てる状態を示した矩形シールドの断面図であ
る。
FIG. 7 is a cross-sectional view of the rectangular shield showing a state in which the segment pieces of the upper side portion are assembled with two erectors.

【図8】1台のエレクタで上辺部分のセグメントピース
を組み立てる状態を示した矩形シールドの断面図であ
る。
FIG. 8 is a cross-sectional view of the rectangular shield showing a state in which the segment pieces of the upper side portion are assembled with one erector.

【図9】従来の方法によるエレクタのセグメント組立て
状態を示した矩形シールドの断面図である。
FIG. 9 is a cross-sectional view of a rectangular shield showing a segment assembled state of an erector according to a conventional method.

【図10】従来の方法による横寸の長いセグメントの組
立て状態を示した矩形シールドの断面図である。
FIG. 10 is a cross-sectional view of a rectangular shield showing an assembled state of a horizontally long segment by a conventional method.

【符号の説明】[Explanation of symbols]

10 セグメントピース 10a 仕上り面 2 エレクタ 3 台車 5 ホイスト 10 Segment piece 10a Finished surface 2 Electa 3 Truck 5 Hoist

───────────────────────────────────────────────────── フロントページの続き (72)発明者 橋場 博史 東京都中央区銀座八丁目21番1号 株式会 社竹中土木内 (72)発明者 田川 弘義 東京都中央区銀座八丁目21番1号 株式会 社竹中土木内 (72)発明者 桜井 洋 東京都中央区銀座八丁目21番1号 株式会 社竹中土木内 (72)発明者 藤井 義文 東京都中央区銀座八丁目21番1号 株式会 社竹中土木内 (72)発明者 福本 忠浩 東京都中央区銀座八丁目21番1号 株式会 社竹中土木内 (72)発明者 永島 哲紀 神戸市兵庫区和田崎町一丁目1番1号 三 菱重工業株式会社神戸造船所内 (72)発明者 七瀬 太志 神戸市兵庫区和田崎町一丁目1番1号 三 菱重工業株式会社神戸造船所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Hashiba 21-21 Ginza, Chuo-ku, Tokyo Stock company Takenaka Civil Engineering (72) Inventor Hiroyoshi Tagawa 8-21 Ginza, Chuo-ku, Tokyo Shares Company Takenaka Civil Engineering (72) Inventor Hiroshi Sakurai 8-21-1 Ginza, Chuo-ku, Tokyo Stock Company Takenaka Civil Engineering (72) Yoshifumi Fujii 8-21-1 Ginza, Chuo-ku, Tokyo Stock Company Takenaka Civil Engineering (72) Inventor Tadahiro Fukumoto 8-21, Ginza, Chuo-ku, Tokyo Stock company Takenaka Civil Engineering (72) Inventor Tetsuki Nagashima 1-1-1, Wadazaki-cho, Hyogo-ku, Kobe Sanbishi Heavy Industry Co., Ltd. Kobe Shipyard (72) Inventor Taishi Nanase 1-1-1, Wadazakicho, Hyogo-ku, Kobe Sanryo Heavy Industries Co., Ltd. Kobe Shipyard

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】大断面の矩形シールド用セグメントをエレ
クタで組立てる方法において、 矩形シールドの上辺部分のセグメントピースはその仕上
がり面を下に向けた姿勢で搬入し、組立て位置におい
て、前記セグメントピースは先ずホイスト等でエレクタ
による把持が可能な高さまで水平に吊り上げ、前記高さ
に達した時点で、前記セグメントピースの下面側をエレ
クタにより把持せしめて盛り替えを行い、その後エレク
タにより前記セグメントピースを持ち上げて上辺部分へ
はめ込み継手の接合を行うことを特徴とする、大断面の
矩形シールド用セグメントの組立方法。
1. A method of assembling a rectangular shield segment having a large cross section with an erector, wherein the segment piece at the upper side of the rectangular shield is carried in with its finished surface facing downward, and in the assembled position, the segment piece is first Hoist it horizontally to a height where it can be grasped by an erector, and when it reaches the height, hold the bottom side of the segment piece with the erector for refilling, and then lift the segment piece with the erector. A method for assembling a rectangular shield segment having a large cross section, characterized in that a fitting joint is joined to an upper side portion.
【請求項2】エレクタを横並びの配置で合計2台設置
し、ホイスト等により水平に所定の高さまで吊り上げた
上辺部分のセグメントピースはその下面側を前記2台の
エレクタが共同して左右2カ所をバランス良く把持して
盛り替えを行い、上辺部分への組立てを行うことを特徴
とする、請求項1に記載した大断面の矩形シールド用セ
グメントの組立方法。
2. A total of two erectors are arranged side by side, and the segment piece of the upper side portion is horizontally suspended by a hoist or the like to a predetermined height. The method for assembling a rectangular shield segment having a large cross section according to claim 1, characterized in that the segment is assembled on the upper side portion by gripping in a well-balanced manner and refilling.
JP5118369A 1993-05-20 1993-05-20 Assembling method of large section rectangular shield segment Expired - Fee Related JP2826794B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5118369A JP2826794B2 (en) 1993-05-20 1993-05-20 Assembling method of large section rectangular shield segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5118369A JP2826794B2 (en) 1993-05-20 1993-05-20 Assembling method of large section rectangular shield segment

Publications (2)

Publication Number Publication Date
JPH06330693A true JPH06330693A (en) 1994-11-29
JP2826794B2 JP2826794B2 (en) 1998-11-18

Family

ID=14735003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5118369A Expired - Fee Related JP2826794B2 (en) 1993-05-20 1993-05-20 Assembling method of large section rectangular shield segment

Country Status (1)

Country Link
JP (1) JP2826794B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011080300A (en) * 2009-10-08 2011-04-21 Okumura Corp Caisson assembling equipment
CN104863619A (en) * 2015-04-22 2015-08-26 上海市机械施工集团有限公司 Splicing method of rectangular tunnel segments

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105298511A (en) * 2014-07-24 2016-02-03 江苏银旭隧道机械有限公司 Special-section shield double-semicircle segment assembling machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011080300A (en) * 2009-10-08 2011-04-21 Okumura Corp Caisson assembling equipment
CN104863619A (en) * 2015-04-22 2015-08-26 上海市机械施工集团有限公司 Splicing method of rectangular tunnel segments

Also Published As

Publication number Publication date
JP2826794B2 (en) 1998-11-18

Similar Documents

Publication Publication Date Title
CN106245919A (en) A kind of assembled architecture Automated assembly platform
JPH06330693A (en) Assembling method of segment for rectangular shield of large section
JP2700566B2 (en) Anabori built pillar car
JP2000016748A (en) Hoisting accessory for board material
CN111017695A (en) Process for hoisting large ship block by matching crawler crane with hoisting system
JP4808015B2 (en) Electric lifting device
JPH05238672A (en) Balance type steel inverting machine
JPH084034A (en) Basement skeleton building construction in inverted construction work of building
JPH0595977U (en) A hanging jig with a posture control function for hanging loads
JP3071159B2 (en) Overhead traveling crane
JPS5911999Y2 (en) Ceiling crane suitable for co-suspension work
JP4477205B2 (en) Suspension device for suspended loads
JP3071160B2 (en) Overhead traveling crane
JP7430400B2 (en) Transfer crane elevating construction method and elevating post
CN210825136U (en) Trolley moving mechanism and bridge crane
SU712368A1 (en) Crane trolley
JP7120951B2 (en) Cranes and crane control methods
JPH11264246A (en) Object lifting method
JPS62111080A (en) Method of erecting multistoried structure
JP2018159183A (en) Panel construction method
JPH0475323B2 (en)
JPH063020Y2 (en) Luggage carrier such as concrete blocks and boxes
JPH01317995A (en) Container delivery method and apparatus in container crane
JPH0444709Y2 (en)
JP2002060179A (en) Swing prevention device and method for suspended load

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19980713

LAPS Cancellation because of no payment of annual fees