JP2001010773A - Elevator for construction - Google Patents

Elevator for construction

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Publication number
JP2001010773A
JP2001010773A JP11184281A JP18428199A JP2001010773A JP 2001010773 A JP2001010773 A JP 2001010773A JP 11184281 A JP11184281 A JP 11184281A JP 18428199 A JP18428199 A JP 18428199A JP 2001010773 A JP2001010773 A JP 2001010773A
Authority
JP
Japan
Prior art keywords
elevator
frame
construction
platform
lower platform
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
JP11184281A
Other languages
Japanese (ja)
Other versions
JP3837967B2 (en
Inventor
Shiyouichi Shiina
肖一 椎名
Yoshiharu Oda
義治 小田
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP18428199A priority Critical patent/JP3837967B2/en
Publication of JP2001010773A publication Critical patent/JP2001010773A/en
Application granted granted Critical
Publication of JP3837967B2 publication Critical patent/JP3837967B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To set an elevator frame, a lower platform and a personnel cage back to a set-back position in suspension work near an elevator for avoiding interference with a crane and smoothing work. SOLUTION: This elevator includes a stud frame 4 located on a ground surface and erected and fixed near a continuous underground wall 1, a pair of guide rails located at the upper end of the frame 4 and overhung in horizontal toward an underground area, an elevator frame 7 arranged on the guide rails so as to be movable back and forth with its end being an upper platform, a lower platform 8 suspended from the end of the elevator frame 7 via a wire so as to be movable up and down and a personnel cage 9 to be moved up and down between both platforms.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地下タンク工事な
どにおいて、地表部と地底部とを昇降可能に連絡するた
めの工事用エレベータの改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a construction elevator for connecting a ground surface and a ground bottom so as to be able to ascend and descend in an underground tank construction or the like.

【0002】[0002]

【従来の技術】例えば、大深度地下タンクは、土留を担
う地中連続壁によって円筒形に囲われた工区内を掘削
し、地中連続壁の内側に躯体壁を構築するとともに、地
底部に底版を構築した後、底版上で屋根部を構築し、こ
の屋根部を持上げるといった手順で構築される。この地
下タンク工事においては、仮設階段を設けただけでは、
昇降に要する人的負荷、時間の面で問題が生ずる。特
に、工事の進捗に応じ施工深度が深くなるにつれて、仮
設階段の盛換え作業が必要になるほか、人員の昇降に時
間がかかるし、過大な労力を要する。
2. Description of the Related Art For example, a deep underground tank is constructed by excavating a work section cylindrically surrounded by an underground continuous wall for retaining soil, constructing a skeleton wall inside the underground continuous wall, and constructing a deep underground tank at an underground part. After the bottom slab is constructed, the roof is constructed on the bottom slab, and the roof is lifted. In this underground tank construction, just providing temporary stairs,
Problems arise in terms of human load and time required for lifting and lowering. In particular, as the construction depth becomes deeper as the construction progresses, the work of replacing the temporary stairs becomes necessary, and it takes time to ascend and descend the personnel, which requires excessive labor.

【0003】そこで、この種の工事においては、工事用
エレベータを仮設し、このエレベータによって地表部と
地底部とを連絡して、人員の輸送を行うことが多い。こ
の工事用エレベータは、地表部にあって地中連続壁近傍
に立設固定された脚柱状の架台と、架台の上端に固定さ
れ、地下部側に向けて水平にオーバーハングし、かつ先
端を上部プラットホームとしたエレべータフレームと、
エレベータフレームの先端部に昇降可能に懸垂され、通
常は地底部に着底した状態に保持される下部プラットホ
ームと、エレベータフレームに配置された巻上げ機構に
牽引され、両プラットホーム間を昇降する人員ケージか
らなっており、地底面の高さに合わせて下部プラットホ
ームの高さ位置を調整することで、工事進捗に応じた盛
換工事を不要としている。
[0003] Therefore, in this type of construction, a construction elevator is temporarily provided, and the elevator is often used to connect the ground surface and the ground floor to transport personnel. This construction elevator has a pillar-shaped pedestal on the ground surface that is erected and fixed near the underground continuous wall, fixed to the upper end of the pedestal, overhangs horizontally toward the underground side, and has a tip Elevator frame with upper platform,
From the lower platform, which is suspended at the tip of the elevator frame so as to be able to ascend and descend, and is usually held in a state of being attached to the bottom of the ground, and from the personnel cage which is pulled by the hoisting mechanism arranged on the elevator frame and ascends between both platforms By adjusting the height position of the lower platform according to the height of the ground floor, the rebuilding work according to the construction progress is not required.

【0004】[0004]

【発明が解決しようとする課題】ところで、地下タンク
工事の施工時においては、例えば、躯体壁を構築するた
めに、捨て型枠を構成するセグメントパネルの建て込
み、鉄筋の建込み、及びコンクリートの打設を繰返す必
要があるが、セグメントパネル及び鉄筋の建込み作業は
専ら地表部よりクローラクレーンによって地表部から所
定の場所に吊り下ろすことによって行われる。同様の建
込み作業は地下タンクの全周において行われるが、工事
用エレベータが設置された場所では、エレベータフレー
ムが突出して吊ワイヤが錯雑に張設されており、クレー
ン先端の資材吊りワイヤがこれらに干渉し易く、従って
この位置の建て込み作業は細心の注意を払わなくてはな
らず、作業に時間がかかり、工期遅れの原因となるとい
った課題がある本発明は、以上の課題を解決するもので
あり、その目的は、工事用エレベータ近傍での吊り込み
作業時には、エレベータフレーム、下部プラットホー
ム、人員ケージをともにセットバック位置に待避させる
ことで、クレーンとの干渉を避け、作業の円滑化を図る
ことができるようにした工事用エレベータを提供するも
のである。
By the way, at the time of construction of an underground tank, for example, in order to construct a frame of a skeleton, a segment panel constituting a discarded formwork, a reinforcing bar, a concrete bar, and the like. Although it is necessary to repeat the casting, the work of installing the segment panel and the reinforcing bar is performed exclusively by hanging the crawler crane from the ground surface to a predetermined place from the ground surface. The same construction work is carried out all around the underground tank.However, at the place where the construction elevator is installed, the elevator frame protrudes and the suspension wires are stretched in a complicated manner. Therefore, the present invention solves the above-mentioned problems in that the work of erecting at this position requires a great care, and the work takes time and causes a delay in the construction period. The purpose is to avoid interference with the crane and to smooth the work by retracting the elevator frame, lower platform, and personnel cage together to the setback position when hanging work near the construction elevator. It is intended to provide a construction elevator which can be designed.

【0005】[0005]

【課題を解決するための手段】以上の目的を達成するた
め、本発明は、地表部にあって地中連続壁近傍に立設固
定された脚柱状の架台と、該架台の上端にあって地下部
側に向けて水平にオーバーハングした一対のガイドレー
ルと、該ガイドレール上に前後移動可能に配置され、か
つ先端を上部プラットホームとしたエレべータフレーム
と、該エレベータフレームの先端部にワイヤを介して昇
降可能に懸垂された下部プラットホームと、前記エレベ
ータフレームに配置された巻上げ機構にワイヤを介して
牽引され、両プラットホーム間を昇降可能とした人員ケ
ージとを備えたことを特徴とする。
SUMMARY OF THE INVENTION In order to achieve the above objects, the present invention provides a pedestal-shaped pedestal at the surface of the ground, which is erected and fixed near the underground continuous wall, A pair of guide rails horizontally overhanging toward the basement side, an elevator frame arranged on the guide rails so as to be able to move back and forth, and having a tip at the upper platform, and a wire at the tip of the elevator frame. A lower platform suspended so as to be able to ascend and descend via a wire, and a personnel cage pulled by a hoisting mechanism arranged on the elevator frame via a wire so as to be able to ascend and descend between both platforms.

【0006】従って、本発明では、通常のエレベータ使
用時においては、エレベータフレームを前進位置に位置
させることで、下部プラットホームの地底部への吊り下
ろし、及び人員ケージの昇降が可能である。また、エレ
ベータ付近での吊り込み作業がある場合には、下部プラ
ットホーム、人員ケージとも上部に引上げ、次いでエレ
ベータフレームを待避位置に後退させることで、作業位
置に干渉物のない状態で吊り込み作業ができる。
Therefore, according to the present invention, when a normal elevator is used, it is possible to suspend the lower platform to the bottom of the ground and to raise and lower the personnel cage by positioning the elevator frame at the forward position. In addition, if there is a hanging work near the elevator, both the lower platform and the personnel cage are raised to the upper part, and then the elevator frame is retracted to the retracted position, so that the hanging work can be performed without any obstacles at the working position. it can.

【0007】[0007]

【発明の実施の形態】以下、本発明の好ましい実施の形
態につき、添付図面を参照して詳細に説明する。図1〜
図4は本発明に係る工事用エレベータを示している。こ
のうち図1は通常使用状態を示す。図において、1は予
め地中に円筒状に構築され、下端が不透水層まで到達し
て土留壁を構成する地中連続壁であり、2は地中連続壁
1の近傍の地表部UGL上に配置された工事用エレベー
タである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings. Figure 1
FIG. 4 shows a construction elevator according to the present invention. FIG. 1 shows a normal use state. In the figure, reference numeral 1 denotes an underground continuous wall which is constructed in advance in the ground in a cylindrical shape, and a lower end of the underground reaches an impermeable layer to form a retaining wall, and 2 denotes a ground surface UGL near the underground continuous wall 1. It is a construction elevator located in.

【0008】図示の段階では、地中連続壁1で囲われた
内部は掘削され、地底部3が形成されている状態にあ
る。工事用エレベータ2は、地表部UGL上に立設固定
された脚柱状の架台4と、架台4の上部に固定され、先
端が地下部3側に向けて水平にオーバハングした一対の
ガイドレール5と、ガイドレール5上をガイドローラ6
を介して前後移動可能に配置され、その先端を上部プラ
ットホーム7aとしたエレベータフレーム7、エレベー
タフレーム7の先端下部に昇降可能に吊下げられた下部
プラットホーム8、上下プラットホーム7a,8間を昇
降可能に懸垂された人員ケージ9、及びガイドローラ6
の回転駆動機構(図示しない)とを備えている。
At the stage shown in the figure, the interior surrounded by the underground continuous wall 1 is excavated, and the underground portion 3 is formed. The construction elevator 2 includes a pillar-shaped pedestal 4 erected and fixed on the ground surface UGL, and a pair of guide rails 5 fixed to the upper part of the pedestal 4, the ends of which are horizontally overhanging toward the basement 3 side. , Guide roller 6 on guide rail 5
An elevator frame 7 having an upper platform 7a at the tip thereof, a lower platform 8 suspended below the tip of the elevator frame 7 so as to be able to ascend and descend, and a vertically movable platform 7a, 8 between the upper and lower platforms 7a and 8. Suspended personnel cage 9 and guide roller 6
(Not shown).

【0009】架台4は例えば3階建て構造であり、各階
をつなぐ階段によって上下を連絡している。エレベータ
フレーム7上には後部側から順に巻上げウインチ10及
びこれを収容した建屋11、ガイドウィンチ12、シー
ブ支持フレーム14、支持フレーム14の上部に配置さ
れたトップシーブ15、上部ガイドシーブ16及び駆動
のための各種制御盤などからなる巻取り機構を備えてい
る。下部プラットホーム8は、吊りワイヤ17を介して
エレベータフレーム7の先端に懸垂されるもので、吊り
ワイヤ17の巻取りを行うガイドウインチ12により昇
降する。
The gantry 4 has a three-story structure, for example, and is connected vertically by stairs connecting the floors. On the elevator frame 7, a winch 10 and a building 11 accommodating the same, a guide winch 12, a sheave support frame 14, a top sheave 15 disposed above the support frame 14, an upper guide sheave 16, and a drive And a winding mechanism including various control panels. The lower platform 8 is suspended from the tip of the elevator frame 7 via a suspension wire 17, and is raised and lowered by a guide winch 12 that winds the suspension wire 17.

【0010】人員ケージ9は、トップシーブ15を通じ
て巻上げウインチ10に巻取られる昇降用ワイヤ20に
より昇降可能に吊下げられ、上下ガイドシーブ16の間
にかけ回されたガイドワイヤ17により、その両側を昇
降ガイドされ、安定な昇降動作がなされる。
The personnel cage 9 is suspended by a lifting wire 20 wound on a hoisting winch 10 through a top sheave 15 so as to be able to move up and down, and is lifted up and down on both sides by a guide wire 17 looped between upper and lower guide sheaves 16. Guided and stable lifting operation is performed.

【0011】なお、図中、符号21は下部プラットホー
ム電源用ケーブル、符号22は地中壁1の天端に敷設さ
れたレール上を周回する台車、23は、台車22の下部
に吊下げられたアンカー設置用ゴンドラ、24は地中壁
1の側面に配置された型枠となるセグメントパネルであ
る。
In the drawing, reference numeral 21 denotes a lower platform power supply cable, reference numeral 22 denotes a bogie that circulates on a rail laid on the top end of the underground wall 1, and 23 denotes a lower part of the bogie 22. An anchor installation gondola 24 is a segment panel serving as a formwork arranged on the side surface of the underground wall 1.

【0012】図1に示す通常使用時においては、エレベ
ータフレーム7は前進位置に固定されて地下部3側にオ
ーバハングし、下部プラットホーム8はワイヤ17の繰
出しにより地底部LGLに着底している。従って、人員
ケージ9は巻上げウインチ10の正逆転により上下プラ
ットホーム7a,8の間を昇降し、各プラットホームで
人員が乗降し、地表と地下との連絡に活用される。
In normal use shown in FIG. 1, the elevator frame 7 is fixed at the forward position and overhangs toward the underground part 3, and the lower platform 8 has landed on the ground bottom part LGL by feeding out the wire 17. Therefore, the personnel cage 9 is moved up and down between the upper and lower platforms 7a and 8 by the forward and reverse rotation of the hoisting winch 10, and the personnel gets on and off at each platform, and is utilized for communication between the ground surface and the underground.

【0013】この状態から、エレベータ2近傍での鉄筋
籠、あるいはセグメントパネルの吊り込み作業が行われ
る時は、図2に示すように、各人員の待避を確認した
後、人員ケージ9を上部プラットホーム7aに上昇停止
させ、次いで下部プラットホーム8は、ガイドウインチ
12を駆動して、それ自体を上昇させる。次いで、図3
に示すように、エレベータフレーム7を待避位置まで後
退させることで、この位置での作業の干渉物は除去され
ることになる。その後、図4に示すように、クローラク
レーン25を作業位置まで前進させ、建て込み作業を行
う。図においては、鉄筋籠26を吊り込んでいる状態を
示し、この鉄筋籠26は地中連続壁1とセグメントパネ
ル24との間に建て込まれる。
From this state, when a reinforcing cage or a segment panel is suspended near the elevator 2, as shown in FIG. 2, after confirming the evacuation of each person, the person cage 9 is moved to the upper platform. 7a and then the lower platform 8 drives the guide winch 12 to raise itself. Then, FIG.
By retracting the elevator frame 7 to the retreat position as shown in FIG. 7, interference at work at this position is removed. Thereafter, as shown in FIG. 4, the crawler crane 25 is advanced to the working position, and the erection work is performed. The figure shows a state in which the reinforcing bar cage 26 is suspended, and the reinforcing bar cage 26 is built between the underground continuous wall 1 and the segment panel 24.

【0014】なお、図中符号27は既打設コンクリー
ト、28は地底面に構築された底版、29は底板28上
に組立てられた屋根である。
In the drawing, reference numeral 27 denotes already-cast concrete, reference numeral 28 denotes a bottom slab constructed on the ground surface, and reference numeral 29 denotes a roof assembled on the bottom plate 28.

【0015】この作業は、クレーンアーム25aをエレ
ベータ2の近傍まで振った状態で、鉄筋籠26を吊って
いるワイヤ25bを地中壁1とパネル24間に下降させ
るのであるが、この作業中はワイヤ25bは下部プラッ
トホーム8、人員ケージ9あるいはこれらを吊っている
ワイヤ17,20,21に干渉することがないため、十
分な余裕を持って吊り込み作業を行うことが出来る。
In this operation, while the crane arm 25a is swung to the vicinity of the elevator 2, the wire 25b suspending the reinforcing bar 26 is lowered between the underground wall 1 and the panel 24. During this operation, Since the wire 25b does not interfere with the lower platform 8, the personnel cage 9, or the wires 17, 20, 21 suspending them, the suspending operation can be performed with a sufficient margin.

【0016】吊り込み作業が完了し、クローラクレーン
25が作業位置を移動した後には前記とは逆の手順で、
エレベータフレーム7を前進させ、下部プラットホーム
8を所定の位置まで吊り下ろせば、再び人員ケージ9の
昇降による人員の輸送が可能となる。
After the hanging operation is completed and the crawler crane 25 has moved to the operation position, the procedure is reversed.
If the elevator frame 7 is moved forward and the lower platform 8 is suspended to a predetermined position, the transport of personnel by raising and lowering the personnel cage 9 again becomes possible.

【0017】[0017]

【発明の効果】以上の説明により明らかなように、本発
明による工事用エレベータによれば、エレベータ近傍で
の吊り込み作業時には、エレベータフレーム、下部プラ
ットホーム、人員ケージをともにセットバック位置に待
避させることで、クレーンとの干渉を避け、作業の円滑
化を図ることができる。
As is apparent from the above description, according to the construction elevator according to the present invention, during the hanging work near the elevator, the elevator frame, the lower platform, and the personnel cage are all evacuated to the setback position. Thus, interference with the crane can be avoided, and the work can be facilitated.

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

【図1】本発明の工事用エレベータの通常使用状態を示
す側面図である。
FIG. 1 is a side view showing a normal use state of a construction elevator according to the present invention.

【図2】同エレベータの待避時における途中経過を示す
側面図である。
FIG. 2 is a side view showing the progress of the elevator during evacuation.

【図3】同待避完了を示す側面図である。FIG. 3 is a side view showing the completion of the evacuation.

【図4】同エレベータ付近でのクローラクレーンによる
吊り込み作業形態を示す側面図である。
FIG. 4 is a side view showing a hanging work mode by a crawler crane near the elevator.

【符号の説明】[Explanation of symbols]

1 地中連続壁 2 工事用エレベータ 3 地下部 4 架台 5 ガイドレール 7 エレベータフレーム 7a 上部プラットホーム 8 下部プラットホーム 9 人員ケージ 17 下部プラットホーム昇降用ワイヤ(ガイドワイ
ヤ) 20 人員ケージ昇降用ワイヤ 21 下部プラットホーム電源用ケーブル
DESCRIPTION OF SYMBOLS 1 Underground continuous wall 2 Construction elevator 3 Basement 4 Base 5 Guide rail 7 Elevator frame 7a Upper platform 8 Lower platform 9 Personnel cage 17 Lower platform elevating wire (guide wire) 20 Personnel cage elevating wire 21 Lower platform power source cable

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 架台と、該架台の上端にあって地下部側
に向けて水平にオーバーハングした一対のガイドレール
と、該ガイドレール上に前後移動可能に配置され、かつ
先端を上部プラットホームとしたエレべータフレーム
と、該エレベータフレームの先端部にワイヤを介して昇
降可能に懸垂された下部プラットホームと、前記エレベ
ータフレームに配置された巻上げ機構にワイヤを介して
牽引され、両プラットホーム間を昇降する人員ケージと
を備えたことを特徴とする工事用エレベータ。
1. A gantry, a pair of guide rails at the upper end of the gantry and horizontally overhanging toward a basement side, and are disposed on the guide rails so as to be movable back and forth, and the top end is provided with an upper platform. Elevator platform, a lower platform suspended at the tip of the elevator frame via a wire so as to be able to ascend and descend, and a hoisting mechanism arranged on the elevator frame is towed via a wire to ascend and descend between the two platforms. A construction elevator comprising a staff cage.
JP18428199A 1999-06-29 1999-06-29 Elevator for construction Expired - Fee Related JP3837967B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18428199A JP3837967B2 (en) 1999-06-29 1999-06-29 Elevator for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18428199A JP3837967B2 (en) 1999-06-29 1999-06-29 Elevator for construction

Publications (2)

Publication Number Publication Date
JP2001010773A true JP2001010773A (en) 2001-01-16
JP3837967B2 JP3837967B2 (en) 2006-10-25

Family

ID=16150583

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18428199A Expired - Fee Related JP3837967B2 (en) 1999-06-29 1999-06-29 Elevator for construction

Country Status (1)

Country Link
JP (1) JP3837967B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8996285B2 (en) 2012-05-09 2015-03-31 Hyundai Motor Company System for detecting malfunction of variable valve lift apparatus and method for the same
JP2016079022A (en) * 2014-10-22 2016-05-16 前田建設工業株式会社 Dismantling method, assembling method, and dismantling and assembling device of elevator for construction

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0867459A (en) * 1994-08-29 1996-03-12 Taguchi Kogyo Kk Lift device for shaft
JPH0986833A (en) * 1995-09-28 1997-03-31 Shimizu Corp Temporary elevator
JPH1037700A (en) * 1996-07-29 1998-02-10 Sanoyas Hishino Meisho Corp Rope type elevator for shaft

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0867459A (en) * 1994-08-29 1996-03-12 Taguchi Kogyo Kk Lift device for shaft
JPH0986833A (en) * 1995-09-28 1997-03-31 Shimizu Corp Temporary elevator
JPH1037700A (en) * 1996-07-29 1998-02-10 Sanoyas Hishino Meisho Corp Rope type elevator for shaft

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8996285B2 (en) 2012-05-09 2015-03-31 Hyundai Motor Company System for detecting malfunction of variable valve lift apparatus and method for the same
JP2016079022A (en) * 2014-10-22 2016-05-16 前田建設工業株式会社 Dismantling method, assembling method, and dismantling and assembling device of elevator for construction

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