JPH01198973A - Method and device for assembly beam reinforcing bar - Google Patents

Method and device for assembly beam reinforcing bar

Info

Publication number
JPH01198973A
JPH01198973A JP2286588A JP2286588A JPH01198973A JP H01198973 A JPH01198973 A JP H01198973A JP 2286588 A JP2286588 A JP 2286588A JP 2286588 A JP2286588 A JP 2286588A JP H01198973 A JPH01198973 A JP H01198973A
Authority
JP
Japan
Prior art keywords
pipe
rib
main reinforcement
reinforcement
hairpin pipe
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
JP2286588A
Other languages
Japanese (ja)
Inventor
Hideo Tanijiri
谷尻 秀雄
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP2286588A priority Critical patent/JPH01198973A/en
Publication of JPH01198973A publication Critical patent/JPH01198973A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21FWORKING OR PROCESSING OF METAL WIRE
    • B21F27/00Making wire network, i.e. wire nets
    • B21F27/12Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/121Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
    • B21F27/125Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars by attaching individual stirrups to longitudinal wires

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To preform simple and rapid work to preassemble beam reinforcing bars, by using a hair ornamentform pipe laterally spanned between the top parts of stays at both ends of a fixed frame and a T-shaped rib bar temporary support member formed with vertical leg pieces and horizontal part pieces. CONSTITUTION:A hair ornamentform pipe B in which vertical mounting holes are formed in an aligning manner is laterally spanned between the top parts of stays 2 and 2 at both ends of a fixed frame A. Vertical leg pieces 5 and 5 of a T-shaped rib bar temporary support member C formed with vertical leg pieces 5 and 5 and horizontal part pieces 6 and 6 are engaged with the vertical mounting holes of the pipe B so that the horizontal part pieces 6 and 6 extend at right angles with the pipe B, and the given number of rib bars S and S are suspended from the horizontal part pieces 6 and 6. Main bars (a) and (a) being the upper ends of beams are inserted through the rib bars S and S, and placed in places on the hair ornamentform pipe B. The rib bars S and S are removed form the horizontal part pieces 6 and 6 and suspended and bound in places on the main bars (a) and (a) being the upper ends of the beams, and main bars (a) and (b) being the lower ends of the beams are inserted through and bound to the rib bars S and S.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は梁鉄筋の先組工法及びその装置に係るものであ
る。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a pre-assembly method for beam reinforcing bars and an apparatus therefor.

(従来の技術) 第5図乃至第7図は梁鉄筋(D)を示し、上端主筋(a
)及び下端主筋(b1間に肋筋(S)が配筋されている
(Prior art) Figures 5 to 7 show beam reinforcing bars (D), and upper main reinforcements (a).
) and the lower end main reinforcement (b1), the ribs (S) are arranged between them.

従来前記梁鉄筋を先組みする場合、梁主筋を配筋し、肋
筋(S)が第11図に示すように閉鎖型の場合、主筋端
部より挿入し、また第12図に示すように開放型の場合
、肋筋を点線で示すように折曲げて横から主筋に差し込
み、しかるのち溶接していた。
Conventionally, when pre-assembling the beam reinforcing bars, the beam main reinforcement is arranged, and if the cost reinforcement (S) is of the closed type as shown in Fig. 11, it is inserted from the main reinforcement end, and as shown in Fig. 12. In the case of the open type, the ribs were bent as shown by the dotted lines, inserted into the main reinforcement from the side, and then welded.

(発明が解決しようとする8題) しかしながら閉鎖型の肋筋を主筋する挿入する場合、水
平支持材で予め主筋を受けた場合、同郡が邪魔になって
挿入不可能になることがある。
(8 Problems to be Solved by the Invention) However, when inserting closed type ribs as main reinforcing bars, if the main reinforcing bars are previously received by horizontal supporting members, the reinforcing bars may get in the way and become impossible to insert.

一方、開放型にした肋筋は、主筋に横方向から挿入した
のち、現場で溶接しているため、多大の手間と時間とを
要した。
On the other hand, the open ribs were inserted laterally into the main reinforcement and then welded on site, which required a great deal of effort and time.

本発明は前記従来の技術の有する問題点に鑑みて提案さ
れたもので、その目的とする処は簡単、迅速に梁鉄筋を
先組みしうる改良された梁鉄筋の組立方法、及びその装
置を提供する点にある。
The present invention has been proposed in view of the problems of the prior art, and its purpose is to provide an improved method and apparatus for assembling beam reinforcing bars that can easily and quickly assemble beam reinforcing bars in advance. It is in the point of providing.

(課題を解決するための手段) 前記の目的を達成するために、本発明の梁鉄筋の組立方
法は、固定架台の両側支柱頂部間に、所定間隔毎に 垂
直取付孔が列設されたかんざしパイプを横架し、次いで
頂部水平部片と垂直脚片とよりなるT型の肋筋仮支持部
材の前記垂直脚片を、前記水平部片が前記かんざしパイ
プと直交するように同パイプの垂直取付孔に嵌装して前
記水平部片に所要数の肋筋を懸架し、次いで同各肋筋内
に梁の上端主筋を挿貫するとともに、前記かんざしパイ
プ上の所定位置に載架し、次いで前記肋筋仮支持部材の
頂部水平部片より肋筋を取外して前記梁の上端主筋の所
定位置に懸吊、結束し、前記肋筋に梁の下端主筋を貫挿
、結束するように構成されている。
(Means for Solving the Problems) In order to achieve the above object, the method for assembling beam reinforcing bars of the present invention includes a hairpin in which vertical mounting holes are arranged in rows at predetermined intervals between the tops of both side supports of a fixed frame. A pipe is hung horizontally, and then the vertical leg piece of a T-shaped rib temporary support member consisting of a top horizontal piece and a vertical leg piece is placed vertically so that the horizontal piece is perpendicular to the hairpin pipe. Suspending the required number of ribs on the horizontal piece by fitting into the mounting holes, then inserting the upper end main reinforcement of the beam into each of the ribs, and placing it at a predetermined position on the hairpin pipe, Next, the ribs are removed from the top horizontal piece of the rib temporary support member, suspended and tied at a predetermined position on the upper end main reinforcement of the beam, and the lower end main reinforcement of the beam is inserted through the rib and tied. has been done.

更に同梁鉄筋の組立方法を効率よく遂行するために、本
発明の梁鉄筋の組立装置は相対する一双の両側支柱を有
する固定架台、及び同固定架台の両側支柱の頂部間に着
脱自在に横架され、且つ所定間隔毎に垂直取付孔が穿設
された梁の上端主筋支持用かんざしパイプ、並に同かん
ざしパイプの垂直取付孔に嵌挿される垂直脚片と肋筋懸
吊用の頂部水平部片とよりなるT型の肋筋仮支持部材よ
り構成されている。
Furthermore, in order to efficiently perform the method for assembling beam reinforcing bars, the beam reinforcing bar assembling apparatus of the present invention includes a fixed pedestal having a pair of opposing supporting columns on both sides, and a horizontally removable horizontal structure between the tops of the supporting columns on both sides of the fixed pedestal. A hairpin pipe for supporting the main reinforcing bars at the upper end of a beam with vertical mounting holes drilled at predetermined intervals, as well as a vertical leg piece that is inserted into the vertical mounting hole of the hairpin pipe, and a horizontal top part for hanging the ribs. It consists of a T-shaped rib temporary support member made up of two pieces.

(作用) 本発明は固定架台の両側支柱に横架されたかんざしパイ
プに設けた垂直取付孔に、T型の肋筋仮支持部材の垂直
脚片を嵌装し、同部材における前記かんざしパイプと直
角方向に交叉する頂部水平部片に所要数の肋筋を挿入し
て懸吊し、同肋筋を仮支持する。
(Function) The present invention involves fitting vertical leg pieces of a T-shaped rib temporary support member into vertical mounting holes provided in a hairpin pipe horizontally suspended on both side supports of a fixed frame, and connecting the hairpin pipes in the same member with each other. A required number of ribs are inserted into the top horizontal pieces intersecting at right angles and suspended to temporarily support the ribs.

この状態で前記肋筋に梁の上端主筋を貫挿するとともに
、同士筋を前記かんざしパイプ上の所定位置に載架した
のち、前記肋筋保持部材の水平部片より肋筋を取外して
前記梁の上端主筋上に移動させ、同上端主筋の所定位置
において懸吊、結束する。
In this state, the upper end main reinforcement of the beam is inserted through the ribs, and the reinforcements are mounted at a predetermined position on the hairpin pipe, and then the ribs are removed from the horizontal part of the rib holding member and the beam is inserted into the ribs. Move it onto the upper main reinforcement, and suspend and tie it at a predetermined position on the upper main reinforcement.

次いで前記各肋筋に亘って梁下端主筋を貫挿して所定位
置に取付け、梁鉄筋を組立てたのち、同梁鉄筋を吊上げ
るとともに、前記かんざしパイプを固定架台より取外す
ものである。
Next, the main reinforcement at the lower end of the beam is inserted through each of the ribs and attached to a predetermined position, and after the beam reinforcing bars are assembled, the beam reinforcing bars are lifted and the hairpin pipe is removed from the fixed frame.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

(八)は所定位置毎に配設された固定架台で、左右両側
に配設された接地基盤(1)より夫々管状の支柱(2)
が立設されている。
(8) is a fixed frame placed at each predetermined position, and a tubular support (2) is connected to the ground base (1) placed on both the left and right sides.
has been erected.

(B)はかんざしパイプで、所定間隔毎に垂直取付孔(
3)が穿設されている。
(B) is a hairpin pipe with vertical mounting holes (
3) is drilled.

(C)は肋筋仮支持部材で、垂直脚片(5)の頂部に頂
部水平部片(6)が溶着されたT型部材に形成されてい
る。
(C) is a rib temporary support member, which is formed into a T-shaped member with a top horizontal piece (6) welded to the top of a vertical leg piece (5).

而して前記固定架台(A)の左右の角パイプ製支柱(2
)の頂部には垂直係止片(4)が溶着され、同各垂直係
止片(4)に亘ってかんざしパイプ(B)の両端部を嵌
着し、(第8図参照)同パイプ(B)の所要の垂直取付
孔(3)に、肋筋仮支持部材(C)の垂直脚片(5)を
、頂部水平部片(6)がかんざしパイプ(B)と直角方
向に延びるように嵌挿する0図中(7)は垂直脚片(5
)に設けられたストッパーである。
The left and right square pipe supports (2) of the fixed frame (A)
Vertical locking pieces (4) are welded to the top of the hairpin pipe (B), and both ends of the hairpin pipe (B) are fitted across the vertical locking pieces (4) (see Figure 8). Insert the vertical leg piece (5) of the rib temporary support member (C) into the required vertical mounting hole (3) of B) so that the top horizontal piece (6) extends perpendicularly to the hairpin pipe (B). (7) in Figure 0 to be inserted is the vertical leg piece (5
) is a stopper provided on the

次いで前記肋筋仮支持部材(C)の頂部水平部片(6)
に所要本数の肋筋(S)を懸吊する。(第3図参照) このように肋筋仮支持部材(C)に仮支持された肋筋(
S)の中に梁の上端主筋(a)を挿貫するとともに、同
上端主筋(a)をかんざしパイプ(B)上の所定位置に
載架する。図中(4a)は前記両支社(2)の垂直係止
片(4)のブラケット(4b)間に装架されたガイドロ
ーラで、梁の上端主筋(a)のすべりをよくするもので
ある。(第9図及び第10図参照)一方、前記固定架台
(A)の左右両支社(2)に、上下方向に列設されたピ
ン孔に貫挿されたピン(8)を介して水平に支持された
下端主筋支持用パイプ(9)に、前記肋筋(S)に挿貫
された梁の下端主筋(b)を所定位置毎に載架する。
Next, the top horizontal piece (6) of the rib temporary support member (C)
Suspend the required number of ribs (S). (Refer to Figure 3) In this way, the ribs temporarily supported by the rib temporary support member (C) (
The upper end main reinforcement (a) of the beam is inserted into the beam S), and the upper end main reinforcement (a) is mounted at a predetermined position on the hairpin pipe (B). In the figure, (4a) is a guide roller installed between the brackets (4b) of the vertical locking pieces (4) of both branches (2), which improves the sliding of the upper main reinforcement (a) of the beam. . (See Figures 9 and 10) On the other hand, horizontally connect the left and right branches (2) of the fixed frame (A) with pins (8) inserted through pin holes arranged in the vertical direction. The lower end main reinforcing bars (b) of the beams inserted through the cost reinforcements (S) are mounted at predetermined positions on the supported lower end main reinforcing pipe (9).

次いで肋筋(S)を肋筋仮支持部材(C)の頂部水平部
片(6)より取外して、上端主筋(al上の所定位置に
配置し、同上端主筋(a)に結束して同士筋(a)より
懸吊し、前記肋筋仮支持部材(C)をかんざしパイプ(
B)より取外すとともに、前記下端主筋支持用パイプ(
9)を取外し、梁の下端主筋(b)を肋筋(S)の水平
下部片の所定位置に結束し、梁筋(It)を組立てる。
Next, the cost reinforcement (S) is removed from the top horizontal piece (6) of the cost reinforcement temporary support member (C), placed at a predetermined position on the upper end main reinforcement (al), and tied to the upper end main reinforcement (a). Suspended from the rib (a), the rib temporary support member (C) is suspended from the pipe (
B), and remove the lower end main reinforcement pipe (
9) is removed, the lower end main reinforcement (b) of the beam is tied to a predetermined position on the horizontal lower piece of the cost reinforcement (S), and the beam reinforcement (It) is assembled.

なお梁の下端主筋(b)の配筋は、前記下端水平主筋支
持用パイプ(9)を使用することなく、第4図に示すよ
うに、梁の上端主筋(alより懸吊された肋筋(S)に
直接貫挿して、結束してもよい。
In addition, the reinforcement of the lower end main reinforcement (b) of the beam can be arranged without using the lower end horizontal main reinforcement pipe (9), as shown in Fig. 4. (S) may be directly inserted and bound.

かくして梁筋(D)の組立が完了すると、同梁筋(D)
の吊上げと同時にかんざしパイプ(B)を固定架台(A
)より抜取るものである。
When the assembly of the beam reinforcement (D) is completed in this way, the same beam reinforcement (D)
At the same time as lifting the hairpin pipe (B), attach it to the fixing frame (A).
).

(発明の効果) 本発明の梁鉄筋組立方法によれば前記したように、固定
架台の両側支柱頂部間に着脱自在に横架された、かんざ
しパイプの垂直取付孔に嵌装したT型の肋筋保持部材に
おける、かんざしパイプと直交する頂部水平部片に懸吊
、仮支持した肋筋を、前記かんざしパイプの所定位置に
i!置された梁の上端主筋上の所定位置に移動させて結
束し、か(して上端主筋より懸吊された肋筋に梁の下端
主筋を取付けて梁鉄筋を先組みするようにしたので、閉
鎖型の肋筋をそのまま梁主筋に支障なく取付けることが
でき、開放型肋筋を使用した場合のように現場における
溶接作業を必要とせず、鉄筋組立作業が簡単、且つ迅速
に行なわれる。
(Effects of the Invention) According to the beam reinforcing bar assembly method of the present invention, as described above, the T-shaped ribs are fitted into the vertical mounting holes of the hairpin pipes, which are removably suspended horizontally between the tops of the columns on both sides of the fixed frame. The ribs, which are suspended and temporarily supported by the top horizontal piece of the reinforcement holding member perpendicular to the hairpin pipe, are placed at a predetermined position on the hairpin pipe. The beam was moved to a predetermined position on the upper main reinforcing bar and tied together, and then the lower end main reinforcing bar of the beam was attached to the cost bar suspended from the upper end main reinforcing bar, and the beam reinforcing bars were assembled in advance. Closed type reinforcing bars can be attached to the beam main reinforcement as they are without any trouble, and unlike the case where open type reinforcing bars are used, on-site welding work is not required, and reinforcing bar assembly work can be easily and quickly performed.

また本発明に係る梁鉄筋の組立装置は、梁鉄筋組立用固
定架台と、肋筋仮支持部材の取付、及び梁の上端主筋の
セットを兼用し、且つ前記固定架台の両側支柱間に着脱
自在に横架されたかんざしパイプと、同かんざしパイプ
の垂直取付孔に着脱自在に嵌挿され、肋筋を前記かんざ
しパイプ上に載置された梁上端主筋に取付けるまで仮支
持する肋筋仮支持部材とより構成したことによって、前
記梁鉄筋の組立方法を効率よく行なうことができる。
Furthermore, the beam reinforcing bar assembly device according to the present invention serves as a fixed pedestal for assembling beam reinforcing bars, as well as for attaching a cost reinforcement temporary support member and setting the upper end main reinforcement of the beam, and can be freely attached and detached between the columns on both sides of the fixed pedestal. A hairpin pipe suspended horizontally on the hairpin pipe, and a rib temporary support member that is removably inserted into the vertical mounting hole of the hairpin pipe and temporarily supports the ribs until they are attached to the beam upper end main reinforcement placed on the hairpin pipe. With this configuration, the method for assembling the beam reinforcing bars can be carried out efficiently.

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

第1図は本発明に係る梁鉄筋の組立方法の一実施例の実
施状況を示す正面図、第2図はその斜面図、第3図は肋
筋仮支持部材をかんざしパイプに装着した状態を示す縦
断側面図、第4図は本発明の方法の他の実施例の実施状
況を示す正面図、第5図及び第6図並に第7図は夫々梁
鉄筋の平面図及び正面図並に側面図、第8図は垂直係止
片頂部の斜面図、第9図及び第10図は梁の上端主筋ガ
イドローラ取付部を示す正面図並に側面図、第11図及
び第12図は夫々閉鎖型肋筋、並に開放型肋筋の正面図
である。 (A) −固定架台    (B)−・・かんざしパイ
プ(C) −助筋仮支持部  (D)−・−梁鉄筋(2
)−・支柱       (3)−・・垂直取付孔(5
)−m−垂直脚片     (6)−頂部水平部片(a
)−一梁の上端主筋   #−・梁の下端主筋(S) 
 ・−肋筋 代理人 弁理士 岡 本 重 文 外2名 窮5図    第7図
Fig. 1 is a front view showing the implementation status of one embodiment of the method for assembling beam reinforcing bars according to the present invention, Fig. 2 is a slope view thereof, and Fig. 3 shows a state in which a temporary support member for reinforcing bars is attached to a hairpin pipe. FIG. 4 is a front view showing another embodiment of the method of the present invention, and FIGS. 5, 6, and 7 are a plan view and a front view of a beam reinforcing bar, respectively. FIG. 8 is a side view, FIG. 8 is a slope view of the top of the vertical locking piece, FIGS. 9 and 10 are front and side views showing the upper main reinforcement guide roller attachment part of the beam, and FIGS. 11 and 12 are respectively FIG. 2 is a front view of closed-type ribs and open-type ribs. (A) - Fixed frame (B) - Hairpin pipe (C) - Auxiliary bar temporary support (D) - Beam reinforcing bar (2
)--Strut (3)--Vertical mounting hole (5
)-m-vertical leg piece (6)-top horizontal piece (a
) - Main reinforcement at the top of one beam # - - Main reinforcement at the bottom of the beam (S)
・-Akari agent Patent attorney Shige Okamoto 2 people outside the literature 5 diagrams Figure 7

Claims (2)

【特許請求の範囲】[Claims] (1)固定架台の両側支柱頂部間に、所定間隔毎に垂直
取付孔が列設されたかんざしパイプを横架し、次いで頂
部水平部片と垂直脚片とよりなるT型の肋筋仮支持部材
の前記垂直脚片を、前記水平部片が前記かんざしパイプ
と直交するように同パイプの垂直取付孔に嵌装して前記
水平部片に所要数の肋筋を懸架し、次いで同各肋筋内に
梁の上端主筋を挿貫するとともに、前記かんざしパイプ
上の所定位置に載架し、次いで前記肋筋仮支持部材の頂
部水平部片より肋筋を取外して前記梁の上端主筋の所定
位置に懸吊、結束し、前記肋筋に梁の下端主筋を貫挿、
結束することを特徴とする梁鉄筋の組立方法。
(1) A hairpin pipe with vertical mounting holes lined up at predetermined intervals is horizontally hung between the tops of the columns on both sides of the fixed frame, and then a T-shaped rib cage consisting of a top horizontal piece and a vertical leg piece is temporarily supported. The vertical leg pieces of the member are fitted into the vertical mounting holes of the hairpin pipe so that the horizontal pieces are perpendicular to the hairpin pipe, a required number of ribs are suspended on the horizontal piece, and then each rib Insert the upper end main reinforcement of the beam into the reinforcement and place it on the hairpin pipe at a predetermined position, then remove the rib from the top horizontal piece of the rib temporary support member and insert the upper end main reinforcement of the beam into the specified position. Suspend and tie in position, insert the lower end main reinforcement of the beam into the cost reinforcement,
A method for assembling beam reinforcing bars characterized by tying them together.
(2)相対する一双の両側支柱を有する固定架台、及び
同固定架台の両側支柱の頂部間に着脱自在に横架され、
且つ所定間隔毎に垂直取付孔が穿設された梁の上端主筋
支持用かんざしパイプ、並に同かんざしパイプの垂直取
付孔に嵌挿される垂直脚片と肋筋懸吊用の頂部水平部片
とよりなるT型の肋筋仮支持部材より構成されたことを
特徴とする梁鉄筋の組立装置。
(2) A fixed pedestal having a pair of opposite supporting columns on both sides, and a horizontally mounted frame that is removably installed between the tops of the supporting columns on both sides of the fixed pedestal,
Also, a hairpin pipe for supporting the main reinforcement at the upper end of the beam with vertical mounting holes drilled at predetermined intervals, a vertical leg piece to be inserted into the vertical mounting hole of the hairpin pipe, and a top horizontal piece for suspending the ribs. A beam reinforcing bar assembly device comprising a T-shaped reinforcing bar temporary support member.
JP2286588A 1988-02-04 1988-02-04 Method and device for assembly beam reinforcing bar Pending JPH01198973A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2286588A JPH01198973A (en) 1988-02-04 1988-02-04 Method and device for assembly beam reinforcing bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2286588A JPH01198973A (en) 1988-02-04 1988-02-04 Method and device for assembly beam reinforcing bar

Publications (1)

Publication Number Publication Date
JPH01198973A true JPH01198973A (en) 1989-08-10

Family

ID=12094598

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2286588A Pending JPH01198973A (en) 1988-02-04 1988-02-04 Method and device for assembly beam reinforcing bar

Country Status (1)

Country Link
JP (1) JPH01198973A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015045131A (en) * 2013-08-27 2015-03-12 大雅工業株式会社 Underground beam bar arrangement method using vertically separable frame for underground beam bar arrangement and the frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015045131A (en) * 2013-08-27 2015-03-12 大雅工業株式会社 Underground beam bar arrangement method using vertically separable frame for underground beam bar arrangement and the frame

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