JPH01250599A - Reinforcement automatic assembly, mounting and device - Google Patents

Reinforcement automatic assembly, mounting and device

Info

Publication number
JPH01250599A
JPH01250599A JP63079572A JP7957288A JPH01250599A JP H01250599 A JPH01250599 A JP H01250599A JP 63079572 A JP63079572 A JP 63079572A JP 7957288 A JP7957288 A JP 7957288A JP H01250599 A JPH01250599 A JP H01250599A
Authority
JP
Japan
Prior art keywords
reinforcement
tunnel
reinforcing
reinforcing bar
distribution
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
JP63079572A
Other languages
Japanese (ja)
Other versions
JP2662580B2 (en
Inventor
Tetsuji Yoshida
哲二 吉田
Hitoshi Sato
等 佐藤
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP63079572A priority Critical patent/JP2662580B2/en
Publication of JPH01250599A publication Critical patent/JPH01250599A/en
Application granted granted Critical
Publication of JP2662580B2 publication Critical patent/JP2662580B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To make it possible to automatically assemble reinforcements and to mount them automatically by mounting reinforcing steel units on the wall surface of a tunnel successively by a positioning mounting device and coupling them as a unit after assembling the reinforcing steel units from reinforcements automatically by arrangement devices. CONSTITUTION:Main reinforcements and distribution bar arrangement devices 9, 10 and 11 are provided on traveling rails 7 inside of a tunnel after completion of a primary lining 1 so that they are capable of running freely. A required length of reinforcements to which a bend machining is applied according to the curvature of the tunnel in advance are transferred to each of arrangement devices 9-11, and reinforcing steel units are automatically assembled from those reinforcements by each of arrangement devices 9-11. The reinforcing steel units are successively mounted on the wall surface of the tunnel by a positioning device 14 to couple them as a unit.

Description

【発明の詳細な説明】 [産業上の利用分野1 この発明は一次覆工完了後のトンネル内における鉄筋の
組立と、組立てられた鉄筋の取付けを自動的に連続して
行なうことができる方法及び装置に関するものでおる。
[Detailed Description of the Invention] [Industrial Application Field 1] The present invention provides a method and method for automatically and continuously assembling reinforcing bars in a tunnel after the completion of primary lining and installing the assembled reinforcing bars. This is related to equipment.

[従来の技術] これまでのトンネル二次覆工時の鉄筋組立及び取付作業
は、搬入された鉄筋を作業員が1本づつ取付位置に運ん
で行っている。
[Prior Art] In the conventional reinforcing bar assembly and installation work during secondary tunnel lining, workers carry brought in reinforcing bars one by one to the installation position.

[発明が解決しようとする課題] このような全てを人為的に行なう作業では時間を要し、
また犬所面トンネルにおいては作業場所が高所となり、
鉄筋径も太くなるので安全面や能率面などで何らかの解
決策が求められている。
[Problem to be solved by the invention] This kind of work that is done manually takes time,
In addition, the work area in the Inudokomen tunnel is at a high place,
As the diameter of reinforcing bars increases, some kind of solution is required from the standpoint of safety and efficiency.

この発明は上記事情に鑑みて開発されたものであって、
その目的はトンネル内に搬入された加工鉄筋を装置によ
り所要の鉄筋ユニットに自動的に組立、更にその鉄筋ユ
ニットを自動的に所定の位置に取付けることができる新
たな鉄筋自動組立取付方法とその装置を提供することに
ある。
This invention was developed in view of the above circumstances, and
The purpose is to develop a new method and device for automatically assembling reinforcing bars that can automatically assemble processed reinforcing bars brought into a tunnel into the required reinforcing bar units using a device, and then automatically attach the reinforcing bar units to predetermined positions. Our goal is to provide the following.

[課題を解決するための手段] 上記目的によるこの発明の1つは、一次覆工完了後のト
ンネル内部に、主筋及び配力筋配筋装置を移動用レール
に走行自在に設け、予めトンネルの曲率に合わせて弯曲
加工した所要長さの鉄筋を各配筋装置に搬送し、それら
鉄筋を各配筋装置にて自動的に鉄筋ユニットに組立てた
のち、各配筋装置が具備する位置決め取付装置により、
各鉄筋ユニットをトンネル下部の鉄筋ユニットから順次
トンネル壁面に取付けて一体に速結する方法にある。
[Means for Solving the Problems] One of the inventions according to the above-mentioned object is to install the main reinforcement and the distribution reinforcement reinforcement arrangement device on the moving rail so that they can run freely inside the tunnel after the primary lining is completed, and to install the main reinforcement and the distribution reinforcement arrangement device in advance in the tunnel. Reinforcement bars of the required length that have been curved according to the curvature are transported to each reinforcement arrangement device, and after these reinforcement bars are automatically assembled into a reinforcing bar unit by each reinforcement arrangement device, the positioning and mounting device provided in each reinforcement arrangement device is installed. According to
The method is to attach each reinforcing bar unit to the tunnel wall one after another, starting with the reinforcing bar unit at the bottom of the tunnel, and quickly connect them together.

またこの発明の他の1つは、上記方法に用いることがで
きる鉄筋自動組立取付装置にあって、一次覆工完了後の
トンネル内部に敷設された移動用レールの走行台車と、
走行台重上にストックスペースと共に設けられた配力筋
または主筋の配筋ベッドと、配筋ベッドの一側方に設置
された位置決め取付装置と、配筋ベッドの他側方に設置
された制御室及び動力室と、材料揚重装置及び鉄筋結束
機とから構成され、さらに位置決め取付装置は走行台車
に佇設した支持体と、支持体内側に設りられたアーチ状
の案内溝内にピニオンとラックとを右する移動装置と、
その案内溝に沿って移動する可動部材の側部に回動自在
に取付けられた多重構造の折曲自在なアームと、そのア
ームに回動自在に軸承され、かつ両端部に鉄筋ユニッ1
ヘホルダーを上下動自在に備えた取付板とから構成され
た同一構造の複数台の装置による主筋及び配力筋配筋装
置からなる。
Another aspect of the present invention is an automatic reinforcing bar assembly/installation device that can be used in the above method, which includes a running truck for a moving rail installed inside a tunnel after completion of primary lining;
A reinforcement bed for distribution bars or main reinforcements provided on the top of the traveling platform together with a stock space, a positioning and mounting device installed on one side of the reinforcement bed, and a control installed on the other side of the reinforcement bed. It consists of a chamber, a power room, a material lifting device, and a reinforcing bar tying machine, and the positioning and mounting device includes a support body placed on the traveling truck, and a pinion installed in an arch-shaped guide groove provided inside the support body. and a moving device for moving the rack and the rack.
A bendable arm with a multilayer structure is rotatably attached to the side of the movable member that moves along the guide groove, and a reinforcing bar unit is rotatably supported on the arm and has a reinforcing bar unit at both ends.
It consists of a main reinforcement and distribution reinforcement reinforcement arrangement device made up of a plurality of devices of the same structure, each consisting of a mounting plate with a vertically movable holder.

またこの発明は、トンネル下部の配筋を同一構造の2台
の装置からなる下部主筋及び下部配力筋配筋装置により
先行することができる。2台の装置はそれぞれトンネル
底面に敷設したレールを走行する長方形のフレームと、
フレーム内に移動自在に横架したピニオンとラックによ
る回動機構及び回動機構の可動部材に上下動自″在に取
イ」けられた支持部材とによる位置決め取付装置と、フ
レームの内部下方にストックスペースと共に片寄せて設
けられた下部配力筋または下部主筋の配筋ベッドとから
構成される装置 [作 用1 上記装置では、トンネルの曲率に合わせて弯曲加工した
所要長さの主筋及び配力筋が、トンネル内に無尽版操車
により搬送されると、鉄筋は種類ごとに各配筋装置に受
取られてストックスペースにストックされる。
Further, according to the present invention, the reinforcement at the lower part of the tunnel can be arranged in advance by the lower main reinforcement and the lower distribution reinforcement reinforcement arrangement device, which are composed of two devices having the same structure. The two devices each have a rectangular frame that runs on rails laid on the bottom of the tunnel,
A positioning and mounting device includes a rotating mechanism consisting of a pinion and a rack that are movably suspended horizontally within the frame, and a support member that is attached to the movable member of the rotating mechanism so as to be able to move vertically. A device consisting of a stock space and a reinforcement bed of lower distribution reinforcements or lower main reinforcements installed off-centered [Function 1] The above device has main reinforcements of the required length that are curved to match the curvature of the tunnel, When the reinforcing bars are conveyed into the tunnel by endless wheel handling, the reinforcing bars are received by each type of reinforcing bar arrangement device and stocked in the stock space.

各配筋装置では、ストックスペースから鉄筋を取出し、
配筋ベッドにて所定のピッチで配筋したのち、機械的に
結束して鉄筋ユニットを組立て、しかるのちその鉄筋ユ
ニットを位置決め取付装置により、切羽側に向ってトン
ネルの一次覆工内側に取付けて行く。
Each reinforcing device takes out reinforcing bars from the stock space,
After arranging the reinforcing bars at a specified pitch on the reinforcement bed, they are mechanically tied together to assemble the reinforcing bar unit, and then the reinforcing bar unit is installed inside the primary lining of the tunnel toward the face side using a positioning and mounting device. go.

[実施例1 第1図に示すように、−法覆工1を施したトンネルの下
部内に、外側主筋2aと内側主筋2bのそれぞれに配力
筋2C配筋した下部鉄筋2を一次覆工1に沿って取付け
、インバート部3を施工したのち、さらに第2図に示す
ように、床版4の下端位置までコンクリートを打設して
、下部二次覆工5を先に完成して置く。
[Example 1] As shown in Fig. 1, lower reinforcing bars 2 in which distribution bars 2C are arranged for each of the outer main reinforcements 2a and the inner main reinforcements 2b are installed in the lower part of the tunnel to which the -method lining 1 has been applied. 1, and after constructing the invert part 3, as shown in Fig. 2, concrete is poured to the lower end of the floor slab 4, and the lower secondary lining 5 is completed first. .

上記床版4は下部二次覆工5の完成後に搬入したPC床
版を、下部二次覆工5の端部とインバート部3上に設け
たPC中壁6とにわたり架設し、またPC床版1ピース
毎にプレストレス力を導入し、PC中壁、PC床版をシ
ールド軸線方向に緊結して構成されている。
The above-mentioned floor slab 4 is constructed by installing the PC floor slab brought in after the completion of the lower secondary lining 5 over the end of the lower secondary lining 5 and the PC inner wall 6 provided on the invert part 3, and A prestress force is applied to each plate piece, and the PC inner wall and PC floor plate are tightly connected in the shield axis direction.

床版4の上には第3図以下に示すように、移動用レール
7が敷設され、そのレール上を主筋及び配力筋配筋装置
8が切羽方向に走行移!71する。
As shown in Figures 3 and below, a moving rail 7 is laid on the floor slab 4, and the main reinforcing bars and the distribution bar arrangement device 8 move on the rail in the direction of the face! 71.

上記主筋及び配力筋配筋装置8は外側主筋配筋装置9、
配力筋配筋装置10、内側主筋配筋装置11の順に編成
された同一構造の3台の装置からなる。
The above-mentioned main reinforcement and distribution reinforcement reinforcement arrangement device 8 includes an outer main reinforcement reinforcement arrangement device 9,
It consists of three devices with the same structure, arranged in this order: a distribution reinforcement reinforcement arrangement device 10 and an inner main reinforcement reinforcement arrangement device 11.

それら装置はレール上を走行する台車12と、走行台車
上の中央部に設けられた配筋ベッド13と、配筋ベッド
13の側方に設置された位置決め取付装置14と、第4
図に示すように、配筋ベッド13の他側方に設置された
制御室15及び動力室16と、材料S型装置17及び鉄
筋結束機18とから構成されている。
These devices include a cart 12 that runs on rails, a reinforcement bed 13 provided in the center of the cart, a positioning and mounting device 14 installed on the side of the reinforcement bed 13, and a fourth
As shown in the figure, it is comprised of a control room 15 and a power room 16 installed on the other side of the reinforcement bed 13, a material S type device 17, and a reinforcing bar binding machine 18.

上記位置決め取付装置14は、走行台車12の一端部に
6設した門形の支持体19と、支持体内側に設けられた
アーチ状の案内溝20と、図は省略したが、案内溝内の
ラックと噛合したビニオンとその動力を内装し、かつ案
内溝20に沿って移動する可動部材21とからなる移動
装置と、その可動部材21に回動自在に連結された多重
折曲構造のアーム22と、アーム先端に回動自在に軸承
され、かつ両端部に鉄筋ユニットホルダー23を上下動
自在に備えた取付板24とから構成されている。
The positioning and mounting device 14 has six gate-shaped supports 19 provided at one end of the traveling carriage 12, an arch-shaped guide groove 20 provided inside the support, and a guide groove 20 in the guide groove (not shown). A moving device consisting of a movable member 21 which houses a binion engaged with a rack and its motive power and which moves along a guide groove 20, and an arm 22 with a multi-folding structure rotatably connected to the movable member 21. and a mounting plate 24 which is rotatably supported on the tip of the arm and has reinforcing bar unit holders 23 at both ends thereof so as to be movable up and down.

上記配筋ベッド13の表面はトンネル曲率と同一の凸曲
面に形成され、その側部に上記鉄筋結束機18が移動自
在に配設しである。また上記材料揚重装置17は配筋ベ
ッド13と共に設けられたストックスペースに位置して
いる。
The surface of the reinforcement bed 13 is formed into a convex curved surface having the same curvature as the tunnel, and the reinforcing bar binding machine 18 is movably disposed on the side thereof. Further, the material lifting device 17 is located in a stock space provided together with the reinforcement bed 13.

25は床版4の片側に設けられた無人の搬送台車で、誘
導ケーブル26に設置され、各配筋装置側に設けた信号
発生装置(図は省略)の信号を検出して、その都度、鉄
筋27を必要とする配筋装置に搬送する。
Reference numeral 25 denotes an unmanned transport vehicle installed on one side of the floor slab 4, which is installed on the induction cable 26 and detects the signal of a signal generator (not shown) installed on each reinforcing device side. The reinforcing bars 27 are transported to a reinforcement arrangement device that requires them.

次に鉄筋の組立と取付けについて説明する。Next, the assembly and installation of reinforcing bars will be explained.

まず各配筋装置のストックスペースに、腹筋や鉄筋加工
工場等でトンネルの曲率に合わせて予め弯曲形成した所
要長さの鉄筋27などが、外部から搬送されてストック
される。
First, the required length of reinforcing bars 27, which have been curved in advance to match the curvature of the tunnel at a rebar processing factory or the like, are transported from the outside and stocked in the stock space of each reinforcement arrangement device.

各鉄筋の組立ては各配筋ベッドにて行なわれるのである
が、各配筋装置ではその前にそれぞれの位置決め取付装
置14を作動して、取付板24を配筋ベッド13の所ま
で降ろし、鉄筋ユニットホルダー23を配筋ベッド両側
に位置させておく。
Each reinforcing bar is assembled on each reinforcing bed, but before that, each reinforcing device operates its respective positioning and mounting device 14 to lower the mounting plate 24 to the reinforcing bed 13. Unit holders 23 are placed on both sides of the reinforcement bed.

次に配力筋や主筋となる鉄B27が1本ずつ取り出され
、各配筋ベッド13の上に所定ピッチで配筋される。ま
たピッチ調整は配筋ベッド上に設けたチェンコンベア(
図は省略)で行われる。配筋後に各配筋装置では、配筋
された鉄筋27の下側に鉄筋結束用の補助プレートが、
上記鉄筋結束機27により差込まれる。
Next, the iron B27 serving as distribution bars and main bars are taken out one by one and arranged on each reinforcement bed 13 at a predetermined pitch. In addition, pitch adjustment is possible using a chain conveyor (
(Figure omitted). After the reinforcement is placed, each reinforcement device places an auxiliary plate for binding the reinforcing bars under the placed reinforcing bars 27.
It is inserted by the reinforcing bar binding machine 27.

第5図及び第7図はベット上の鉄筋27.27を補助プ
レート28と鉄筋固定治具29とによりユニット化した
状態を示すもので、補助プレート、28には、第6図に
示すように、鉄筋配置ごとに嵌合孔30が穿設してあり
、この嵌合孔30に金属または強化樹脂をもって形成し
たU字型の上記鉄筋固定治具29が鉄筋27上から嵌込
まれ、これにより各鉄筋はプレートに固定されて、すだ
れ状の鉄筋ユニット、即ち配力筋ユニット31、主筋ユ
ニット32にそれぞれに組立てられる。
5 and 7 show a state in which the reinforcing bars 27 and 27 on the bed are unitized by an auxiliary plate 28 and a reinforcing bar fixing jig 29. A fitting hole 30 is drilled for each reinforcing bar arrangement, and the U-shaped reinforcing bar fixing jig 29 made of metal or reinforced resin is fitted into the fitting hole 30 from above the reinforcing bar 27. Each reinforcing bar is fixed to a plate and assembled into a blind-shaped reinforcing bar unit, that is, a distribution bar unit 31 and a main bar unit 32, respectively.

これら鉄筋ユニットは、上記鉄筋ユニットホルダー23
に保持される。該ホルダーの表面には、配筋方向に合わ
せて強化樹脂などによるグリッパ−33が取付けである
。このグリッパ−33は第8図に示すように、円弧状に
形成したばね板33aと、内端をヒンジにより接続して
外端を開閉自在に突き合わせた一対の抱持腕33bとか
らなり、その抱持1144bをばね板33aの両端にヒ
ンジをRΩけて一体に連結したもので、開放した抱持腕
内に鉄筋を押し込むとばね圧により閉じ、また開鎖後に
鉄筋を外方へ引張ると、その引張力によりばね圧に抗し
て開く、したがって鉄筋ユ二ッ]への重aによりグリッ
パ−33は自動的に閉じて保持を行なう。
These reinforcing bar units are attached to the reinforcing bar unit holder 23.
is maintained. A gripper 33 made of reinforced resin or the like is attached to the surface of the holder along the reinforcement direction. As shown in FIG. 8, this gripper 33 consists of a spring plate 33a formed in an arc shape, and a pair of holding arms 33b whose inner ends are connected by a hinge and whose outer ends abut against each other so as to be openable and closable. The holding arm 1144b is integrally connected to both ends of the spring plate 33a by hinges RΩ, and when the reinforcing bar is pushed into the open holding arm, it closes due to spring pressure, and when the reinforcing bar is pulled outward after opening, the reinforcing bar closes. The gripper 33 opens against the spring pressure due to the tensile force, and therefore, due to the weight a on the reinforcing bar unit, the gripper 33 automatically closes and holds the reinforcing bar unit.

上記鉄筋ホルダー23に保持された配筋ユニツ1−31
と主筋ユニット32は、各配筋装置の走行移動と上記位
置決め取付装置14における部材の移動及び回動、屈伸
などの諸動作により一次覆工1の所定の位置に運ばれ、
位置決めの後に取付けられる。
Reinforcement unit 1-31 held in the above-mentioned rebar holder 23
The main reinforcing unit 32 is carried to a predetermined position on the primary lining 1 by the running movement of each reinforcing device and various operations such as movement, rotation, bending and stretching of the members in the positioning and mounting device 14,
Installed after positioning.

第9図及び第10図は配力筋ユニット31の位置決め取
付は状態を示すもので、第9図に示すように、配力筋ユ
ニット31が配筋ベッド13の上にて組立てられると、
位置決め取付装置14のアーム22が上昇作動し、取付
板24と共に鉄筋]ニットホルダー23に保持された上
記配力筋ユニット31がベッド上方に持上げられる。次
に可動部材21が支持体19のアーチ状の案内溝20を
移動して、第10図に示すように、配力筋ユニツI〜3
1を一次覆工1の予め定められた位置まで移動する。こ
の移動により配力筋ユニット31は、図面では省略した
が、先行して一次覆工1の内側に取付けられた主筋ユニ
ットに位置し、更に上記アーム22の伸長により主筋ユ
ニットに当接され、しかるのら格子状に一体的に取付け
られる。
9 and 10 show the positioning and mounting of the distribution reinforcement unit 31. As shown in FIG. 9, when the distribution reinforcement unit 31 is assembled on the reinforcement bed 13,
The arm 22 of the positioning and mounting device 14 moves upward, and the distribution bar unit 31 held by the reinforcing bar knit holder 23 together with the mounting plate 24 is lifted above the bed. Next, the movable member 21 moves through the arch-shaped guide groove 20 of the support body 19, and as shown in FIG.
1 to a predetermined position on the primary lining 1. As a result of this movement, the distribution reinforcement unit 31 is located at the main reinforcement unit previously attached to the inside of the primary lining 1, although it is omitted in the drawing, and is further brought into contact with the main reinforcement unit by the extension of the arm 22, and then It is installed integrally in a grid pattern.

鉄筋の自動組立及び取付1よ主鉄筋ユニット32から行
なわれる。第3図に示す主筋及び配力筋配筋装置8では
、始めに切羽側の外側主筋配筋装置9により、すだれ状
の外側の主筋ユニット32が前述の工程により組立てら
れて、−法覆工1の内側に取付けられる。次に3台の装
置を同時移動させて、配力筋配筋装置10を主筋ユニッ
トの取付けが完了した位置に移し、組立てられた配力筋
ユニット31を、外側配力筋ユニットとして主筋ユニッ
ト32に取付ける。更に外側配力筋ユニットに所定の間
隔を空けて、同一の配力筋ユニットを内側配力筋ユニッ
トとして取付けたのち、再び全装置を移動して、内側主
筋配筋装置11を配力筋ユニットの取付けが完了した位
置に移す。そしてその装置にて組立てられた主筋ユニッ
ト32を、内側主筋ユニットとして内側配力筋ユニット
に重ねて取付1プる。このような工程を切羽方向に繰返
し行ない、第11図に示すごとき二重の二次覆工の配筋
34を完成する。
Automatic assembly and installation of reinforcing bars 1 is performed from the main reinforcing bar unit 32. In the main reinforcement and distribution reinforcement reinforcement arrangement device 8 shown in FIG. It is installed inside 1. Next, the three devices are moved simultaneously, the distribution reinforcement reinforcement device 10 is moved to the position where the installation of the main reinforcement units is completed, and the assembled distribution reinforcement unit 31 is used as the outer distribution reinforcement unit to move the distribution reinforcement reinforcement device 10 to the main reinforcement unit 32 as the outer distribution reinforcement unit. Attach to. Furthermore, after attaching the same distribution reinforcement unit as the inner distribution reinforcement unit to the outer distribution reinforcement unit at a predetermined interval, move the entire device again and replace the inner main reinforcement reinforcement unit 11 with the distribution reinforcement unit. Move it to the location where the installation is completed. Then, the main reinforcement unit 32 assembled using the apparatus is mounted as an inner main reinforcement unit by stacking it on the inner distribution reinforcement unit. These steps are repeated in the face direction to complete the double secondary lining reinforcement 34 as shown in FIG. 11.

上記鉄筋ユニットの取付けは、両側を交互に順次上方に
向って行なう。したがって天井の鉄筋ユニットの取付け
が最後となる。また最初に取付ける内外の主筋ユニット
は、床版4の両側に突出させて置いた下部鉄筋2の外側
鉄筋2aと内側鉄筋2bの端部にそれぞれ接続される。
The reinforcing bar units are installed on both sides alternately and sequentially upward. Therefore, the ceiling reinforcement unit will be installed last. In addition, the inner and outer main reinforcement units to be installed first are connected to the ends of the outer reinforcing bars 2a and the inner reinforcing bars 2b of the lower reinforcing bars 2 placed protruding from both sides of the floor slab 4, respectively.

この場合、鉄筋が太く自立性を有することと、円形に組
立てられて行くことから、特別な場合を除いて他部材に
より支持する必要がない。
In this case, since the reinforcing bars are thick and self-supporting, and because they are assembled in a circular shape, there is no need to support them with other members except in special cases.

上記配筋34を完了したのらのトンネル内は、第3図及
び第12図に示すように、移動用レール7を走行する型
枠自動セット・コンクリート打設装置35により枠組み
され、更にコンクリートが打設されて、そこに二次覆工
36が完成する。
After completing the reinforcement 34, the interior of the tunnel is framed by an automatic formwork setting/concreting device 35 running on the moving rail 7, as shown in Figs. After pouring, the secondary lining 36 is completed.

第14図から第16図は、下部鉄筋2の組立てと取付け
を自動的に行う実施例を示すものである。
14 to 16 show an embodiment in which the lower reinforcing bars 2 are assembled and attached automatically.

上記床版4の下側のトンネル底部、即ち、−法覆工1の
内底面上に移動用のレール40が敷設しである。このレ
ール40の切羽側には、レール上を切羽方向に走行移動
する下部配筋装置41が、床版4上の上記主筋配筋袋@
9よりも前方に位置させて設けである。
A rail 40 for movement is laid on the bottom of the tunnel below the floor slab 4, that is, on the inner bottom surface of the lining 1. On the face side of this rail 40, a lower reinforcement arrangement device 41 that runs on the rail in the face direction is attached to the main reinforcement reinforcement bag @ on the floor slab 4.
It is located in front of 9.

この下部配筋装置41は、同一構造の下部主筋配筋装置
42と、下部配力筋配筋装置43との2台からなる。こ
れら装置は走行する長方形のフレーム44の内側に、鉄
筋ユニットの位置決め取付装置45を有する。この位置
決め取付装置45は、一対ごとに長手方向に移動自在に
横架したベースプレート46と、横方向に移動自在にベ
ースプレート間に設けた回動機構47と、その回動機構
47の可動部材48に、油圧シリンダ49をもって上下
動自在に取付けられた横方向の一対の支持部材50とか
ら構成されている。
This lower reinforcement arrangement device 41 consists of two units, a lower main reinforcement reinforcement arrangement device 42 and a lower distribution reinforcement reinforcement arrangement device 43, which have the same structure. These devices have, inside a running rectangular frame 44, a positioning and mounting device 45 for a reinforcing bar unit. This positioning and mounting device 45 includes a pair of base plates 46 horizontally suspended so as to be movable in the longitudinal direction, a rotation mechanism 47 provided between the base plates so as to be movable in the lateral direction, and a movable member 48 of the rotation mechanism 47. , and a pair of lateral support members 50 which are attached to be vertically movable with a hydraulic cylinder 49.

上記回動機構47はトンネル曲率に合わせて設けた円弧
状の案内溝51と、図面では省略したが、案内構内のラ
ックと噛合した可動部材側のビニオンとからなり、その
ピニオンは可動部材内の動力(図は省略)によりラック
上を回転して、可動部材48を支持部材50と共に一次
覆工1の底面に沿い移動する。
The rotation mechanism 47 consists of an arc-shaped guide groove 51 provided to match the tunnel curvature, and a pinion on the movable member side that meshes with a rack in the guide yard, although it is omitted in the drawing. The movable member 48 is rotated on the rack by power (not shown) and moves along the bottom surface of the primary lining 1 together with the support member 50.

またフレーム44の後部下側には、下部鉄筋55のスト
ックスペース52と共に配筋ベッド53が片寄せて設け
である。この配筋ベッド53の表面はトンネル曲率と同
一の曲率を有する凹曲面に形成され、その配筋ベッド5
3により、前部の下部主筋配筋装置42では下部主筋ユ
ニット54が、また後部の下部配力筋配筋装置43では
下部配力筋ユニット(図は省略)が、それぞれ自動的に
組立てることができるようになっている。
Further, on the lower rear side of the frame 44, a stock space 52 for lower reinforcing bars 55 and a reinforcement bed 53 are provided on one side. The surface of this reinforcement bed 53 is formed into a concave curved surface having the same curvature as the tunnel curvature.
3, the lower main reinforcement unit 54 can be automatically assembled in the lower main reinforcement reinforcement arrangement device 42 at the front, and the lower main reinforcement unit (not shown) can be automatically assembled in the lower main reinforcement reinforcement arrangement device 43 at the rear. It is now possible to do so.

上記配筋ベッド53上の下部主筋ユニット54は、上部
の前記主筋ユニット32と同様に組立てられたのち、上
記位置決め取付装置45により保持され、底面中央から
両側に交互に位置決めされて、−法覆工1の内側に取付
けられる。そして図面は省略したが、下部主筋ユニット
54に重ねるようにして、同様に組立てられた下部配力
筋ユニット40が取付けられ、これによりすだれ状の組
鉄筋ユニットは格子状となる。
The lower main reinforcement unit 54 on the reinforcement bed 53 is assembled in the same manner as the upper main reinforcement unit 32, and then held by the positioning and mounting device 45 and positioned alternately on both sides from the center of the bottom surface. It is installed inside the workpiece 1. Although not shown in the drawings, a similarly assembled lower distribution reinforcement unit 40 is attached so as to overlap the lower main reinforcement unit 54, so that the interlocking reinforcing bar unit becomes lattice-like.

この下部鉄筋ユニットの取付けは台1図に示す位置まで
行なわれ、またこれに平行して、床版4より上の配筋が
前述のごとくなされる。
The lower reinforcing bar unit is installed to the position shown in Figure 1 of the base, and parallel to this, the reinforcing bars above the floor slab 4 are arranged as described above.

上記実施例は配力筋ユニットと主筋ユツトとを別々に組
立てているが、配筋ベッドを配力筋ユニットと主筋ユニ
ットの両方に共用できるように構成することもでき、こ
の場合には格子状の鉄筋ユニットとして取付けを行なう
ことができる。したがってこの発明は鉄筋をすだれ状に
組立てて一次覆工に取付けることのみに限定されるもの
ではない。
In the above embodiment, the distribution reinforcement unit and the main reinforcement unit are assembled separately, but the reinforcement bed can also be configured so that it can be used in common for both the distribution reinforcement unit and the main reinforcement unit. Can be installed as a reinforcing unit. Therefore, the present invention is not limited to assembling reinforcing bars in the form of blinds and attaching them to the primary lining.

[発明の効果1 この発明は上述のように、予めトンネルの曲率に合わせ
て弯曲形成した所要長さの鉄筋を、一次覆工完了後のト
ンネル内に走行自在に配設した各配筋装置に搬送し、そ
れら鉄筋を各配筋装置にて自動的に鉄筋ユニットに組立
てたのち、各配筋装置が具備する位置決め取付装置によ
り、各鉄筋ユニットを順次トンネル壁面に取付けて一体
に連結してなることから、従来のように足場を設ける必
要がなく、また作業員による高所作業がなくなるので安
全である。更にまた鉄筋を取付位置で組立るため、材料
の搬入等は従来から採用しているシステムをそのまま利
用でき、鉄筋の組立も水平面で機械により自動的に行な
うことができ、鉄筋ユニットとしてそのまま取付けるの
で、人為的に行なう場合よりも作業能率が著しく向上し
、省力化をも図ることができるなどの特長を有する。
[Effect of the Invention 1] As described above, the present invention provides reinforcing bars of a required length, which are curved in advance to match the curvature of the tunnel, to each reinforcing device in which the reinforcing bars are arranged so as to be freely movable inside the tunnel after the completion of the primary lining. After transporting the reinforcing bars and automatically assembling them into reinforcing bar units using each reinforcing device, each reinforcing bar unit is sequentially attached to the tunnel wall using the positioning and mounting device provided in each reinforcing device and connected together. Therefore, it is safer because there is no need to set up scaffolding like in the past, and workers do not have to work at heights. Furthermore, since the reinforcing bars are assembled at the installation location, the previously used system can be used for transporting materials, etc., and the reinforcing bars can be assembled automatically by machine on a horizontal plane, and can be installed as a reinforcing bar unit. , it has the advantage of significantly improving work efficiency and saving labor compared to when it is done manually.

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

図面はこの発明に係る自動鉄筋組立取付方法と装置の実
施例を示すもので、第1図及び第2図は下部配筋の説明
図、第3図は装置の概要を示す略示縦断側面図、第4図
は2台の装置の斜視図、第5図は配力筋の結束状態を示
す側面図、第6図は結束用の補助プレートと固定治具の
斜視図、第7図は主筋の保持状態を示す側面図、第8図
はクリッパーの斜視図、第9図及び第10図は配力筋ユ
ニットの取付は工程を示す斜視図、第11図及び第12
図は配筋及び枠組状態を示す説明図、第13図は二次覆
工の説明図、第14図は第2実施例の装置の概要を示す
略示縦断側面図、第15図はA−A断面図、第16図は
下部主筋配筋装置の斜視図である。 1・・・・・・−次覆工      4・・・・・・床
版7・・・・・・移動用レール 8・・・・・・主筋及び配力筋配筋装置9.11・・・
・・・主筋配筋装置 10・・・・・・配力筋配筋装置 12・・・・・・走行台車    13・・・・・・配
筋ベッド14・・・・・・位置決め取付装置 17・・・・・・材料揚重装置 18・・・・・・鉄筋結束I11   19・・・・・
・支持体20・・・・・・案内溝      21・・
・・・・可動部材22・・・・・・アーム 23・・・・・・鉄筋ユニットホルダー24・・・・・
・取付板     25・・・・・・搬送台27・・・
・・・鉄筋      28・・・・・・補助プレート
2つ・・・・・・鉄筋固定治具 31・・・・・・配力筋ユニット 32・・・・・・主筋ユニット  33・・・・・・グ
リッパ−40・・・・・・下部の移動用レール 41・・・・・・下部配筋装置 42・・・・・・下部主筋配筋装置 43・・・・・・下部配力筋配筋装置 44・・・・・・フレーム 45・・・・・・位置決め取付装置 54・・・・・・下部主筋ユニット 特許出願人    清水建設株式会社
The drawings show an embodiment of the automatic reinforcing bar assembly and attachment method and device according to the present invention, and FIGS. 1 and 2 are explanatory diagrams of lower reinforcement arrangement, and FIG. 3 is a schematic longitudinal sectional side view showing an outline of the device. , Fig. 4 is a perspective view of the two devices, Fig. 5 is a side view showing the binding state of the distribution bars, Fig. 6 is a perspective view of the auxiliary plate and fixing jig for bundling, and Fig. 7 is the main bar. 8 is a perspective view of the clipper, FIGS. 9 and 10 are perspective views showing the installation process of the distribution reinforcement unit, and FIGS. 11 and 12 are
The figure is an explanatory diagram showing the reinforcing reinforcement and the framework state, Fig. 13 is an explanatory diagram of the secondary lining, Fig. 14 is a schematic longitudinal sectional side view showing the outline of the device of the second embodiment, and Fig. 15 is an A- A sectional view and FIG. 16 are perspective views of the lower main reinforcement reinforcement arrangement device. 1... - Next lining 4... Floor slab 7... Moving rail 8... Main reinforcement and distribution bar arrangement device 9.11...・
... Main reinforcement reinforcement arrangement device 10 ... Distribution reinforcement arrangement device 12 ... Traveling trolley 13 ... Reinforcement bed 14 ... Positioning and mounting device 17 ......Material lifting device 18...Reinforcement bar bundling I11 19...
・Support body 20... Guide groove 21...
...Movable member 22...Arm 23...Reinforcement unit holder 24...
・Mounting plate 25...Transportation platform 27...
...Reinforcement bar 28...Two auxiliary plates...Reinforcement bar fixing jig 31...Distribution bar unit 32...Main bar unit 33... ... Gripper 40 ... Lower moving rail 41 ... Lower reinforcement arrangement device 42 ... Lower main reinforcement reinforcement arrangement device 43 ... Lower distribution reinforcement Reinforcement arrangement device 44...Frame 45...Positioning and mounting device 54...Lower main reinforcement unit Patent applicant Shimizu Corporation

Claims (5)

【特許請求の範囲】[Claims] (1)一次覆工完了後のトンネル下部に主筋及び配力筋
配筋装置を移動用レールに走行自在に設け、予めトンネ
ルの曲率に合わせて弯曲形成した所要長さの鉄筋を各配
筋装置に搬送し、それら鉄筋を各配筋装置にて自動的に
鉄筋ユニットに組立てたのち、各配筋装置が具備する位
置決め取付装置により、各鉄筋ユニットをトンネル下部
の鉄筋ユニットから順次トンネル壁面に取付けて一体に
連結してなることを特徴とする鉄筋自動組立取付方法。
(1) At the bottom of the tunnel after the primary lining is completed, main reinforcement and distribution reinforcement reinforcement devices are installed on moving rails so that they can run freely, and reinforcing bars of the required length that have been curved in advance to match the curvature of the tunnel are placed in each reinforcement device. After the reinforcing bars are automatically assembled into reinforcing bar units using each reinforcing device, each reinforcing bar unit is attached to the tunnel wall in sequence, starting with the reinforcing bar unit at the bottom of the tunnel, using the positioning and mounting device of each reinforcing device. A method for automatically assembling and attaching reinforcing bars, characterized in that the reinforcing bars are integrally connected.
(2)一次覆工完了後のトンネル下部に下部配筋装置を
切羽側に移動自在に配置し、下部配筋装置の上部後方に
床版を敷設して、主筋及び配力筋配筋装置を移動用レー
ルに走行自在に設け、予めトンネルの曲率に合わせて弯
曲形成した所要長さの鉄筋を各配筋装置に搬送し、それ
ら鉄筋を各配筋装置にて自動的に鉄筋ユニットに組立て
たのち、各配筋装置が具備する位置決め取付装置により
、各鉄筋ユニットをトンネル下部の鉄筋ユニットから順
次トンネル壁面に取付けて一体に連結してなることを特
徴とする鉄筋自動組立取付方法。
(2) After the primary lining is completed, the lower reinforcement arrangement device is movably placed at the bottom of the tunnel toward the face side, and the floor slab is laid behind the upper part of the lower reinforcement arrangement device, and the main reinforcement and distribution reinforcement reinforcement device are installed. The reinforcing bars of the required length were installed on a moving rail so that they could run freely and were curved in advance to match the curvature of the tunnel, and were transported to each reinforcing device, and the reinforcing bars were automatically assembled into reinforcing bar units by each reinforcing device. A method for automatically assembling and attaching reinforcing bars, characterized in that each reinforcing bar unit is then sequentially attached to the tunnel wall surface starting from the reinforcing bar unit at the bottom of the tunnel and connected together using a positioning/attachment device provided in each reinforcing device.
(3)一次覆工完了後の完了後のトンネル内部の床版上
の移動用レールに走行自在に設けられた同一構造の主筋
及び配力筋配筋装置とからなり、上記主筋配筋装置及び
配力筋配筋装置は走行台車と、走行台車上にストックス
ペースと共に設けられた配力筋または主筋の配筋ベット
と、配筋ベッドの一側方に設置された位置決め取付装置
と、配筋ベッドの他側方に設置された制御室及び動力室
と、材料揚重装置及び鉄筋結束機とから構成され、その
位置決め取付装置は走行台車に佇設した支持体と、支持
体内側に設けられたアーチ状の案内溝を有する移動機構
と、その案内溝に沿つて移動する可動部材の側部に回動
自在に取付けられた多重構造の折曲自在なアームと、そ
のアームに回動自在に軸承され、かつ両端部に鉄筋ユニ
ットホルダーを上下動自在に備えた取付板とからなるこ
とを特徴とする鉄筋自動組立取付装置。
(3) Consisting of a main reinforcement and a distribution reinforcement reinforcement device of the same structure, which are movably installed on the moving rail on the floor slab inside the tunnel after completion of the primary lining, and the main reinforcement reinforcement device and the distribution reinforcement reinforcement device described above. The distribution reinforcement reinforcement arrangement device consists of a traveling trolley, a reinforcement bed for distribution reinforcement or main reinforcement installed on the traveling vehicle along with a stock space, a positioning mounting device installed on one side of the reinforcement bed, and a reinforcement reinforcement arrangement bed. It consists of a control room and a power room installed on the other side of the bed, a material lifting device and a reinforcing bar tying machine, and its positioning and mounting device is installed on a support mounted on a traveling cart and on the inside of the support. A moving mechanism having an arch-shaped guide groove, a bendable arm with a multi-layered structure rotatably attached to the side of a movable member that moves along the guide groove, and a rotatable arm attached to the arm. An automatic reinforcing bar assembly and mounting device characterized by comprising a mounting plate which is supported on a shaft and has reinforcing bar unit holders movable up and down at both ends.
(4)一次覆工完了後の完了後のトンネル内部の床版上
の移動用レールに走行自在に設けられた同一構造の主筋
及び配力筋配筋装置と、床版下の切羽側トンネル下部に
移動自在に配置された下部主筋及び下部配力筋配筋装置
とからなり、その下部主筋及び下部配力筋配筋装置は、
それぞれトンネル底面に敷設したレールを走行する長方
形のフレームと、フレーム内に移動自在に横架した回動
機構及び回動機構の可動部材に上下動自在に取付けられ
た支持部材とによる位置決め取付装置と、フレームの内
部下方にストックスペースと共に片寄せて設けられた下
部配力筋または下部主筋の配筋ベッドとから構成され同
一構造の2台の装置からなることを特徴とする鉄筋自動
組立取付装置。
(4) After the completion of the primary lining, the main reinforcement and distribution reinforcement reinforcement arrangement device of the same structure are movably installed on the moving rail on the floor slab inside the tunnel, and the lower part of the tunnel on the face side under the floor slab. It consists of a lower main reinforcement and a lower distribution reinforcement reinforcement arrangement device which are movably arranged, and the lower main reinforcement and lower distribution reinforcement reinforcement arrangement device are:
A positioning and mounting device consisting of a rectangular frame that runs on rails laid on the bottom of the tunnel, a rotating mechanism movably suspended horizontally within the frame, and a support member attached to the movable member of the rotating mechanism so as to be movable up and down. An automatic reinforcing bar assembly/installation device comprising two devices of the same structure, comprising a reinforcement bed for lower distribution reinforcements or lower main reinforcements provided on one side along with a stock space in the lower part of the interior of the frame.
(5)第3項、第4項記載の鉄筋自動組立取付装置にお
いて、回動機構及び移動機構はピニオンとラックとから
なることを特徴とする鉄筋自動組立取付装置。
(5) The automatic reinforcing bar assembly and attachment apparatus according to items 3 and 4, wherein the rotating mechanism and the moving mechanism are comprised of a pinion and a rack.
JP63079572A 1988-03-31 1988-03-31 Automatic rebar assembly and mounting method and device Expired - Lifetime JP2662580B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63079572A JP2662580B2 (en) 1988-03-31 1988-03-31 Automatic rebar assembly and mounting method and device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63079572A JP2662580B2 (en) 1988-03-31 1988-03-31 Automatic rebar assembly and mounting method and device

Publications (2)

Publication Number Publication Date
JPH01250599A true JPH01250599A (en) 1989-10-05
JP2662580B2 JP2662580B2 (en) 1997-10-15

Family

ID=13693714

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63079572A Expired - Lifetime JP2662580B2 (en) 1988-03-31 1988-03-31 Automatic rebar assembly and mounting method and device

Country Status (1)

Country Link
JP (1) JP2662580B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017031583A (en) * 2015-07-29 2017-02-09 大成建設株式会社 Invert construction method, tunnel construction method and tunnel telpher crane
JP2021006703A (en) * 2020-10-22 2021-01-21 鹿島建設株式会社 Building method of tunnel internal structure
CN114439517A (en) * 2021-12-28 2022-05-06 洛阳中天建工机械有限公司 Telescopic reinforcing steel bar hanging cloth trolley

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017031583A (en) * 2015-07-29 2017-02-09 大成建設株式会社 Invert construction method, tunnel construction method and tunnel telpher crane
JP2021006703A (en) * 2020-10-22 2021-01-21 鹿島建設株式会社 Building method of tunnel internal structure
CN114439517A (en) * 2021-12-28 2022-05-06 洛阳中天建工机械有限公司 Telescopic reinforcing steel bar hanging cloth trolley
CN114439517B (en) * 2021-12-28 2024-05-17 洛阳中天建工机械有限公司 Telescopic steel bar cloth hanging trolley

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JP2662580B2 (en) 1997-10-15

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