JPH108722A - Wired bar arrangement device and wired bar arrangement method - Google Patents

Wired bar arrangement device and wired bar arrangement method

Info

Publication number
JPH108722A
JPH108722A JP16697196A JP16697196A JPH108722A JP H108722 A JPH108722 A JP H108722A JP 16697196 A JP16697196 A JP 16697196A JP 16697196 A JP16697196 A JP 16697196A JP H108722 A JPH108722 A JP H108722A
Authority
JP
Japan
Prior art keywords
rebar
reinforcing bar
trolley
arrangement
turntable
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
JP16697196A
Other languages
Japanese (ja)
Other versions
JP3042677B2 (en
Inventor
Nobuyuki Matsui
井 信 行 松
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP8166971A priority Critical patent/JP3042677B2/en
Publication of JPH108722A publication Critical patent/JPH108722A/en
Application granted granted Critical
Publication of JP3042677B2 publication Critical patent/JP3042677B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Wire Processing (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To make wired bars forming a reinforced cage by means of a simple method and device. SOLUTION: Reinforcing bars mounted on a holding platform 33 of a reinforcing bar arrangement machine 30 are supplied on a turn-table 42 of a wired bar assembly truck 40 one by one to mount. Whenever the reinforcing bars are mounted on the turn-table one by one, the truck 40 is moved to the reinforcing bar arrangement machine 30 side by an arrangement interval. When the arrangement of vertical reinforcement is completed, the truck 40 is moved backward, the turn-table 42 is turned at 90 deg. to arrange horizontal reinforcement on the vertical reinforcement to obtain wired reinforcing bars.

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、ケーソン等の大型
コンクリート構造体を製作するに当り用いられる鉄筋篭
を構成する網筋の配筋装置及び配筋方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar arranging device and a reinforcing bar arranging method which are used for manufacturing a large-scale concrete structure such as a caisson.

【0002】[0002]

【従来の技術】ケーソンの製作現場においては、トラッ
クにより運搬される数十本の鉄筋材料は束ねられた状態
で搬入され、その鉄筋の束のまま地上置き場に仮置きさ
れる。そして、仮置きされた束状の鉄筋の中から操作員
は鉄筋を選定し、網筋配筋行程において網筋に配筋す
る。
2. Description of the Related Art At a caisson production site, dozens of rebar materials carried by trucks are transported in a bundled state, and the bundle of rebars is temporarily placed on a ground storage site. Then, the operator selects a reinforcing bar from among the bundled reinforcing bars temporarily placed, and arranges the reinforcing bar in the reinforcing bar in the rebar reinforcing process.

【0003】その作業は、鉄筋配筋機のハンドリング装
置で鉄筋を把持し、把持した鉄筋を高さ方向(Z方向)
に持ち上げ、また前後・左右方向(X・Y方向)に動か
し、網筋組立台車上に網筋配筋するものである。
[0003] The work is performed by gripping the rebar with a handling device of a rebar arrangement machine and moving the gripped rebar in the height direction (Z direction).
And moving it in the front-rear and left-right directions (X and Y directions) to arrange the reinforcing bars on the reinforcing bar assembly truck.

【0004】[0004]

【発明が解決しようとする課題】しかし、従来の網筋の
配筋方法及び装置は、その作動(動き)は高さ方向及び
前後・左右方向と三次元の動きをするものであって複雑
なものであり、正確なピッチで縦筋及び横筋を配筋して
網筋とするには高度の制御を必要とし装置が高価なもの
となる。
However, the conventional method and apparatus for arranging reticulations are complicated in that the operation (movement) thereof is three-dimensionally performed in the height direction and in the front-rear and left-right directions. In order to arrange vertical and horizontal streaks at an accurate pitch to form a net streak, a high degree of control is required and the apparatus becomes expensive.

【0005】したがって、本発明は、簡単な方法及び装
置でもって、正確なピッチで縦筋及び横筋を配筋して所
望の網筋を得ることのできる網筋配筋装置及び配筋方法
を提供することを目的としてなされたものである。
[0005] Accordingly, the present invention provides a reinforcing bar arrangement device and a reinforcing bar arrangement method which can obtain a desired reticulation bar by arranging vertical and horizontal streaks at an accurate pitch with a simple method and apparatus. It was done for the purpose of doing.

【0006】[0006]

【課題を解決するための手段】本発明によれば、鉄筋配
筋機と網筋組立台車とからなり、鉄筋配筋機は、レール
上を走行する台車を備え、該台車上に立設した架台の頂
部に鉄筋を載せる受台及び、該受台から鉄筋を1本ずつ
下方に位置する網筋組立台車に送る搬送コンベアを備え
ているものであり、また網筋組立台車は、鉄筋配筋機の
レールの内側に敷設されたレール上を走行する台車を備
え、該台車上に設けられ鉄筋配筋機の搬送コンベアによ
り送られて来る鉄筋を載置するターンテーブルを備え、
該ターンテーブルには配筋間隔を規定する規定具が設け
られている。
According to the present invention, there is provided a reinforcing bar arranging machine and a reinforcing bar assembling trolley. The reinforcing bar arranging machine includes a bogie that runs on rails and is erected on the bogie. A cradle for placing rebars on the top of the gantry, and a conveyor for transferring rebars one by one from the cradle to a rebar assembly trolley located below the cradle. A bogie that runs on a rail laid inside the rails of the machine, and a turntable that is provided on the bogie and places a rebar sent by a conveyor of a rebar arrangement machine,
The turntable is provided with a defining tool for defining a bar arrangement interval.

【0007】そして本発明によれば、鉄筋配筋機の受台
に載せられた鉄筋を搬送コンベアにより1本ずつ下方に
位置する網筋組立台車に送って該台車のターンテーブル
上に載置し、1本の鉄筋の載置が終えると網筋組立台車
を規定具で規定する配筋間隔分だけ鉄筋配筋機側へ移動
させ、以下同様にしてターンテーブル上に縦筋(横筋)
を配筋し、縦筋(横筋)の配筋を終えれば網筋組立台車
を鉄筋配筋機から遠ざけ、ターンテーブルを90度旋回
させ、縦筋(横筋)の場合と同様にして縦筋(横筋)上
に横筋(縦筋)を配筋する。
According to the present invention, the reinforcing bars placed on the cradle of the reinforcing bar arrangement machine are sent one by one to a rebar assembling trolley located below by a transport conveyor and placed on a turntable of the trolley. When the placement of one reinforcing bar is completed, the rebar assembling trolley is moved to the reinforcing bar arranging machine side by a bar arranging interval specified by the defining tool, and thereafter, the vertical bars (horizontal bars) are similarly placed on the turntable.
When the reinforcement of the vertical bars (horizontal bars) is completed, move the rebar assembling trolley away from the reinforcing bar machine and turn the turntable 90 degrees, and use the vertical bars (horizontal bars) as in the case of the vertical bars (horizontal bars). Arrange a horizontal line (vertical line) on the (horizontal line).

【0008】鉄筋配筋機の受台から搬送コンベアにより
鉄筋を1本ずつ網筋組立台車に送って該台車のターンテ
ーブル上に載置し、配筋間隔分だけ網筋組立台車を鉄筋
配筋機側へ移動させることで縦筋(横筋)の配筋がなさ
れ、また網筋組立台車を後退させてターンテーブルを9
0度旋回して同様の操作を行うことで横筋(縦筋)の配
筋がなされるものであるので、単純な動きでもって、正
確なピッチで縦筋及び横筋を配筋して網筋を得ることが
できる。
[0008] Reinforcing bars are sent one by one from a cradle of a reinforcing bar arrangement machine to a rebar assembling trolley one by one by a transport conveyor, placed on a turntable of the trolley, and the rebar arranging trolleys are rebar-arranged by the rebar arrangement interval. By moving it to the machine side, the arrangement of vertical streaks (horizontal streaks) is made.
Since the horizontal streak (vertical streak) arrangement is performed by performing a similar operation after turning 0 degrees, the vertical streak and the horizontal streak are arranged at an accurate pitch with a simple movement, and the net streak is arranged. Obtainable.

【0009】[0009]

【発明の実施の形態】図12に本発明に係る網筋配筋装
置及び網筋配筋方法が好適に採用されるケーソン製作工
事の作業行程を示す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 12 shows a work process of caisson making work in which a net reinforcement arrangement and a net reinforcement method according to the present invention are suitably employed.

【0010】トラック1により運搬される数十本の鉄筋
材料Tは束ねられた状態で搬入され、その鉄筋の束のま
ま地上置き場に仮置きされる。
[0010] Dozens of rebar materials T conveyed by the truck 1 are carried in a bundled state, and are temporarily placed in a ground storage with the bundle of the rebars.

【0011】仮置きされた束状の鉄筋の中から操作員は
鉄筋Tを選定し、網筋配筋行程2において網筋に配筋す
る。網筋配筋行程2では、レールR−1上を走行する鉄
筋配筋機3のハンドリング装置で鉄筋Tを把持し、把持
した鉄筋Tを高さ方向(Z方向)に持ち上げ、また平面
的(X、Y方向)に動かし、レールR−1より内側に敷
設されたレールR−2上を走行する網筋組立・搬送台車
4上に網筋配筋する。網筋配筋を終えた網筋組立・搬送
台車4を網筋結束行程5に移動させ、自動結束機6によ
り結束する。
The operator selects the reinforcing bar T from the bundled reinforcing bars temporarily placed, and arranges the reinforcing bar T in the reinforcing bar reinforcing step 2. In the reinforcing bar arrangement process 2, the rebar T is gripped by the handling device of the rebar arrangement machine 3 traveling on the rail R-1, and the gripped rebar T is lifted in the height direction (Z direction). (X, Y directions) to reinforce the reinforcing bars on the rebar assembling / transporting vehicle 4 traveling on the rail R-2 laid inside the rail R-1. The rebar assembling / transporting trolley 4 having completed the rebar arrangement is moved to the rebar binding process 5 and bound by the automatic binding machine 6.

【0012】結束を終えた網筋T−1を網筋組立・搬送
台車4から鉄筋篭組立・搬送台車8に移載して、鉄筋篭
製作行程7に移動し、結束した網筋T−1間に拡張吊ロ
ット9を介装し、該拡張吊ロット9のジャッキを拡張し
て、スタラップ筋により鉄筋篭T−2に組立てる。
The rebar T-1 having been bound is transferred from the rebar assembling / transportation truck 4 to the rebar cage assembling / transportation truck 8, and is moved to the rebar cage production process 7, where the reticulated rebar T-1 is bound. The extended hanging lot 9 is interposed therebetween, the jack of the extended hanging lot 9 is expanded, and the extended hanging lot 9 is assembled to the reinforced basket T-2 by a stapling bar.

【0013】鉄筋篭T−2を組立てた鉄筋篭組立・搬送
台車8を鉄筋篭建起行程10に移動させ、該台車8を建
起反力受機構11で固定し、建起装置12により鉄筋篭
T−2を建起し、鉄筋篭収納台車13に収納する。
The rebar cage assembling / transporting cart 8 assembled with the rebar basket T-2 is moved to a rebar basket construction erecting process 10, and the cart 8 is fixed by a construction reaction force receiving mechanism 11. The basket T-2 is erected and stored in the reinforced basket storage cart 13.

【0014】鉄筋篭T−2をその拡張吊ロット9のロッ
トを用いて建込みクレーン14で吊り上げ建込む。
The reinforcing cage T-2 is lifted and built by the mounting crane 14 by using the lot of the extended hanging lot 9.

【0015】ケーソン構造は矩形ケーソンKであり、側
壁型枠工については外型枠15及び内型枠16とも一体
化され、コンクリート打設養生後は型枠昇降装置17に
より仮設機器を型枠装置上に搭載したままリフトアップ
する。
The caisson structure is a rectangular caisson K. For the side wall formwork, the outer formwork 15 and the inner formwork 16 are integrated together. Lift up with the top mounted.

【0016】コンクリート打設はコンクリートディスト
リビュータにより機械的にコンクリートの分配供給をな
し、吐出口全体のレベルをコンクリートの打設状況によ
りシフトする。構築期間中側壁構築部は開閉天蓋装置1
8により雨養生する。
In concrete casting, concrete is mechanically distributed and supplied by a concrete distributor, and the level of the entire discharge port is shifted according to the concrete casting situation. Opening / closing canopy device 1 during the construction period
8 for rain curing.

【0017】ところで、このケーソン製作工事の作業行
程において網筋配筋行程2で使用されている鉄筋配筋機
3は前記のように、ハンドリング装置で鉄筋Tを把持
し、把持した鉄筋Tを高さ方向(Z方向)に持ち上げ、
また、前後・左右方向(X・Y方向)に動かし、網筋組
立・搬送台車4上に網筋配筋するものであるので、その
作動(動き)は複雑なものであり、正確なピッチで縦筋
及び横筋を配筋するには高度の制御を必要とし装置が高
価なものとなる。
As mentioned above, the reinforcing bar arrangement machine 3 used in the reinforcing bar arrangement process 2 in the caisson construction work grasps the reinforcing bar T with the handling device and raises the grasped reinforcing bar T as described above. In the vertical direction (Z direction)
In addition, since it is moved in the front / rear and left / right directions (X and Y directions) and the reinforcing bars are arranged on the reinforcing bar assembling / transporting vehicle 4, the operation (movement) is complicated, and the pitch is accurate. Arranging the vertical and horizontal streaks requires a high degree of control and makes the device expensive.

【0018】本発明は、従来の鉄筋配筋機の前記問題点
を以下に述べる手段により解決したものであり、その実
施の形態を図面と共に説明する。
The present invention has solved the above-mentioned problems of the conventional reinforcing bar arrangement machine by means described below, and an embodiment thereof will be described with reference to the drawings.

【0019】図1ないし図3において、全体を30で示
す鉄筋配筋機はレールR−1上を走行する台車31を備
え、該台車31上に立設された架台32の頂部に鉄筋T
を載せる受台33及び該受台33から鉄筋Tを1本ずつ
下方に位置する網筋組立台車40に送る搬送コンベア3
4が設けられている。搬送コンベア34はモータ35及
びチェーン36によりエンドレスに走行する。
In FIGS. 1 to 3, a reinforcing bar arrangement machine generally denoted by 30 includes a carriage 31 running on a rail R-1, and a reinforcing bar T is mounted on the top of a gantry 32 erected on the carriage 31.
Conveyor 33 which feeds reinforcing bars T one by one from the receiving table 33 to the rebar assembling trolley 40 located below.
4 are provided. The conveyor 34 runs endlessly by a motor 35 and a chain 36.

【0020】図4ないし図6において、全体を40で示
す網筋組立台車はレールR−1より内側に敷設されたレ
ールR−2上を走行する台車41を備えており、台車4
1上にはターンテーブル42が設けられている。ターン
テーブル42はモータ43及び減速歯車44により駆動
され、ローラ45が台車41上を転動して旋回する。タ
ーンテーブル42上には網筋T−1を構成する縦筋と横
筋の間隔を規定する規定具46が設けられている。網筋
組立台車40のレールR−2の間隔を図2に示すよう
に、鉄筋配筋機30のレールR−1の間隔より狭くなっ
ており、網筋組立台車40は鉄筋配筋機30の架台32
内に入ることができる。
In FIGS. 4 to 6, the rebar assembly cart indicated generally by 40 includes a cart 41 running on a rail R-2 laid inside the rail R-1.
A turntable 42 is provided on 1. The turntable 42 is driven by a motor 43 and a reduction gear 44, and a roller 45 rolls on the carriage 41 and turns. On the turntable 42, there is provided a defining tool 46 for defining the interval between the vertical and horizontal streaks constituting the net T-1. As shown in FIG. 2, the interval between the rails R-2 of the rebar assembling trolleys 40 is smaller than the interval between the rails R-1 of the reinforcing bar arranging machines 30. Stand 32
You can get inside.

【0021】鉄筋配筋機30を用いて網筋組立台車40
に網筋を配筋するには図1に示すように、受台33上の
鉄筋Tの1本を搬送コンベア34により下方に送り、網
筋組立台車40のターンテーブル42上に載置する。次
いで、網筋組立台車40を規定具46の1ピッチ分だけ
鉄筋配筋機30側へ移動させ、同様にして規定具46の
次位の位置に1本の鉄筋Tをターンテーブル42上に載
置する。
A rebar assembling trolley 40 using a rebar arranging machine 30.
As shown in FIG. 1, one of the reinforcing bars T on the receiving table 33 is sent downward by the transport conveyor 34, and is placed on the turntable 42 of the rebar assembling trolley 40. Next, the rebar assembling trolley 40 is moved toward the reinforcing bar arrangement machine 30 by one pitch of the defining tool 46, and one reinforcing bar T is placed on the turntable 42 at the next position of the defining tool 46 in the same manner. Place.

【0022】縦筋(横筋)の配筋を終えれば網筋組立台
車40を鉄筋配筋機30から遠ざけ、ターンテーブル4
2を90度旋回させ、縦筋(横筋)の場合と同様にして
縦筋(横筋)上に横筋(縦筋)を配筋する。
When the arrangement of the vertical bars (horizontal bars) is completed, the rebar arranging cart 40 is moved away from the reinforcing bar arranging machine 30, and the turntable 4 is turned off.
2 is turned 90 degrees, and a horizontal line (vertical line) is arranged on the vertical line (horizontal line) in the same manner as in the case of the vertical line (horizontal line).

【0023】図10及び図11に網筋配筋の2つのタイ
プを示し、図10に示すタイプは鉄筋組立部Aと鉛直方
向ラップ部B及び横方向ラップ部Cからなるものであ
り、図11はさらに鉄筋配筋を密にした仮固定部Dを設
けたものである。
FIGS. 10 and 11 show two types of reinforcing bar arrangement. The type shown in FIG. 10 comprises a reinforcing bar assembly A, a vertical wrap portion B and a lateral wrap portion C. Is provided with a temporary fixing portion D in which reinforcing bars are densely arranged.

【0024】網筋配筋を終えた網筋組立台車40は網筋
結束行程に移動され、結束される。図7ないし図9に自
動結束機50を示し、網筋組立台車40が通過できるよ
うに網筋組立台車40のレールR−2を跨いで伸縮可能
な柱体51が左右に立設され、左右の柱体51間に桁材
52が掛け渡され、複数の自動結束具53が支持されて
結束具53は油圧シリンダ54により左右に移動され
る。また、自動結束機50には結束を終えた網筋を網筋
組立台車40から鉄筋篭組立台車に移載する際に網筋を
持ち上げる網筋把持装置55が設けられている。
The rebar assembling trolley 40 which has completed the rebar rebar arrangement is moved to the rebar rebar binding process and bound. FIGS. 7 to 9 show the automatic binding machine 50, and extendable and retractable pillars 51 are erected on the left and right across the rail R-2 of the rebar assembly truck 40 so that the rebar assembly truck 40 can pass therethrough. The spar 52 is hung between the pillars 51, a plurality of automatic tying tools 53 are supported, and the tying tools 53 are moved left and right by a hydraulic cylinder 54. Further, the automatic binding machine 50 is provided with a reticulation line gripping device 55 for lifting the reticulation line when transferring the reticulated rebar from the rebar assembling trolley 40 to the reinforcing bar assembling trolley.

【0025】結束を終えた網筋は前記のように、鉄筋篭
製作行程に送られて鉄筋篭に加工され、建起装置により
鉄筋篭収納台車に収納され、クレーンにより建込まれ
る。
[0025] The braided wire that has been bound is sent to the reinforced cage manufacturing process and processed into a reinforced cage as described above. The reinforced cage is stored in the reinforced basket storage cart by the erecting device, and is built by the crane.

【0026】[0026]

【発明の効果】本発明は、鉄筋配筋機の搬送コンベアに
より鉄筋を1本ずつ下方に位置する網筋組立台車に送っ
て該台車のターンテーブル上に載置し、1本の鉄筋の載
置を終えると網筋組立台車を鉄筋配筋機側へ配筋間隔だ
け順次移動させて、縦筋(横筋)を配筋し、縦筋(横
筋)の配筋を終えれば網筋組立台車を鉄筋配筋機から遠
ざけ、ターンテーブルを90度旋回させて、縦筋(横
筋)の場合と同様にして縦筋(横筋)上に横筋(縦筋)
を配筋して網筋を得るものであるので、従来のハンドリ
ング装置で鉄筋を把持し、把持した鉄筋を高さ方向(Z
方向)及び前後・左右方向(X・Y方向)の三次元に動
かして縦筋及び横筋を配筋するものに比べ動きが単純で
あって、装置を安価に提供することができ、しかも正確
なピッチで縦筋及び横筋を配筋して網筋を得ることがで
きるものである。
According to the present invention, the reinforcing bars are transported one by one to a rebar assembling trolley located below by a conveyor of a reinforcing bar arranging machine, and placed on a turntable of the trolley, and one reinforcing bar is mounted. When the placement is completed, the rebar assembling trolley is sequentially moved to the rebar arranging machine side by the arranging interval, and the longitudinal rebar (horizontal rebar) is arranged. Move the turntable 90 degrees away from the reinforcing bar arrangement machine and turn the turntable 90 degrees, and on the vertical streak (horizontal streak), as in the case of the vertical streak (horizontal streak),
The reinforcing bars are obtained by arranging the reinforcing bars in the height direction (Z).
Direction) and three-dimensionally moving in the front-rear and left-right directions (X and Y directions) to arrange the vertical and horizontal streaks. A longitudinal streak and a horizontal streak can be arranged at a pitch to obtain a net streak.

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

【図1】鉄筋配筋機の側面図。FIG. 1 is a side view of a reinforcing bar arrangement machine.

【図2】図1の正面図。FIG. 2 is a front view of FIG. 1;

【図3】図1の平面図。FIG. 3 is a plan view of FIG. 1;

【図4】網筋組立台車の側面図。FIG. 4 is a side view of the rebar assembling cart.

【図5】図4の正面図。FIG. 5 is a front view of FIG. 4;

【図6】図4の平面図。FIG. 6 is a plan view of FIG. 4;

【図7】網筋自動結束機の側面図。FIG. 7 is a side view of the automatic rebar tying machine.

【図8】図7の正面図。FIG. 8 is a front view of FIG. 7;

【図9】図7の平面図。FIG. 9 is a plan view of FIG. 7;

【図10】鉄筋配筋の第1のタイプを示す平面図。FIG. 10 is a plan view showing a first type of reinforcing bar arrangement.

【図11】図10の第2のタイプを示す平面図。FIG. 11 is a plan view showing a second type of FIG. 10;

【図12】鉄筋篭の製作行程及び建込みを示す斜視図。FIG. 12 is a perspective view showing a manufacturing process and a erection of a reinforced cage.

【符号の説明】[Explanation of symbols]

1・・・トラック 2・・・鉄筋配筋行程 3・・・鉄筋配筋機 4・・・網筋組立台車 5・・・網筋結束行程 6・・・自動結束機 7・・・鉄筋篭製作行程 8・・・鉄筋篭組立台車 9・・・拡張吊ロッド 10・・・鉄筋篭建起行程 11・・・鉄筋篭組立台車 12・・・建起装置 13・・・鉄筋篭収納台車 14・・・建込みクレーン 15・・・外型枠 16・・・内型枠 17・・・型枠昇降装置 18・・・開閉天蓋装置 30・・・鉄筋配筋機 31・・・台車 32・・・架台 33・・・受台 34・・・搬送コンベア 35・・・モータ 36・・・チェーン 40・・・網筋組立台車 41・・・台車 42・・・ターンテーブル 43・・・モータ 44・・・減速歯車 45・・・ローラ 46・・・間隔規定具 R−1・・・レール R−2・・・レール K・・・ケーソン T・・・鉄筋 T−1・・・網筋 T−2・・・鉄筋篭 DESCRIPTION OF SYMBOLS 1 ... Truck 2 ... Rebar arrangement process 3 ... Rebar arrangement machine 4 ... Reinforcement assembly truck 5 ... Reinforcement binding process 6 ... Automatic binding machine 7 ... Reinforcement basket Production process 8: Reinforced basket assembly cart 9: Extended suspension rod 10: Reinforced basket construction process 11: Reinforced basket assembly cart 12: Building device 13: Reinforced basket storage cart 14 ······················································································································································· 32 ··· Frame 33 ··· Receiver 34 ··· Conveyor 35 ··· Motor 36 ··· Chain 40 ··· Reinforcement trolley 41 ··· Carriage 42 ··· Turntable 43 ··· Motor 44 ... Reduction gear 45 ... Roller 46 ... Spacing tool R-1 ... Rail R-2 ... Lumpur K ··· caisson T ··· rebar T-1 ··· network muscle T-2 ··· rebar cage

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋配筋機と網筋組立台車とからなり、
鉄筋配筋機は、レール上を走行する台車を備え、該台車
上に立設した架台の頂部に鉄筋を載せる受台及び、該受
台から鉄筋を1本ずつ下方に位置する網筋組立台車に送
る搬送コンベアを備えているものであり、また網筋組立
台車は、鉄筋配筋機のレールの内側に敷設されたレール
上を走行する台車を備え、該台車上に設けられ鉄筋配筋
機の搬送コンベアにより送られて来る鉄筋を載置するタ
ーンテーブルを備え、該ターンテーブルには配筋間隔を
規定する規定具が設けられているものであることを特徴
とする網筋配筋装置。
1. A rebar arrangement machine and a rebar assembling trolley,
The reinforcing bar arrangement machine includes a bogie traveling on a rail, a cradle on which a reinforcing bar is mounted on the top of a gantry erected on the trolley, and a rebar assembling bogie positioned one by one from the cradle. The rebar assembling trolley is provided with a trolley running on a rail laid inside the rail of the rebar arranging machine, and is provided on the trolley. A rebar provided with a turntable on which rebars sent by the conveyor are placed, and the turntable is provided with a defining tool for defining a rebar spacing.
【請求項2】 鉄筋配筋機の受台に載せられた鉄筋を搬
送コンベアにより1本ずつ下方に位置する網筋組立台車
に送って該台車のターンテーブル上に載置し、1本の鉄
筋の載置が終えると網筋組立台車を規定具で規定する配
筋間隔分だけ鉄筋配筋機側へ移動させ、以下同様にして
ターンテーブル上に縦筋(横筋)を配筋し、縦筋(横
筋)の配筋を終えれば網筋組立台車を鉄筋配筋機から遠
ざけ、ターンテーブルを90度旋回させ、縦筋(横筋)
の場合と同様にして縦筋(横筋)上に横筋(縦筋)を配
筋することを特徴とする網筋配筋方法。
2. A reinforcing bar placed on a cradle of a reinforcing bar arrangement machine is sent one by one to a rebar assembling trolley located below by a transport conveyor, and placed on a turntable of the trolley, and one reinforcing bar is set. After the placement is completed, the rebar assembling trolley is moved to the reinforcing bar arrangement machine side by the rebar arrangement interval specified by the prescription tool, and the vertical bars (horizontal bars) are arranged on the turntable in the same manner as described above. When the (horizontal streak) arrangement is completed, move the rebar assembling trolley away from the rebar arrangement machine, turn the turntable 90 degrees, and use the vertical streak (horizontal streak).
A rebar arrangement method, in which a horizontal streak (longitudinal streak) is arranged on a vertical streak (horizontal streak) as in the case of (1).
JP8166971A 1996-06-27 1996-06-27 Reinforcing bar arrangement device and method Expired - Fee Related JP3042677B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8166971A JP3042677B2 (en) 1996-06-27 1996-06-27 Reinforcing bar arrangement device and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8166971A JP3042677B2 (en) 1996-06-27 1996-06-27 Reinforcing bar arrangement device and method

Publications (2)

Publication Number Publication Date
JPH108722A true JPH108722A (en) 1998-01-13
JP3042677B2 JP3042677B2 (en) 2000-05-15

Family

ID=15841018

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8166971A Expired - Fee Related JP3042677B2 (en) 1996-06-27 1996-06-27 Reinforcing bar arrangement device and method

Country Status (1)

Country Link
JP (1) JP3042677B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018035529A (en) * 2016-08-30 2018-03-08 株式会社藤崎商会 Installation method of reinforcing bar for concrete pavement, and concrete pavement method
CN109750659A (en) * 2018-12-21 2019-05-14 上海市基础工程集团有限公司 Deformed bar cage processing platform and production method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018035529A (en) * 2016-08-30 2018-03-08 株式会社藤崎商会 Installation method of reinforcing bar for concrete pavement, and concrete pavement method
CN109750659A (en) * 2018-12-21 2019-05-14 上海市基础工程集团有限公司 Deformed bar cage processing platform and production method
CN109750659B (en) * 2018-12-21 2021-05-28 上海市基础工程集团有限公司 Special-shaped reinforcement cage processing platform and manufacturing method

Also Published As

Publication number Publication date
JP3042677B2 (en) 2000-05-15

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