JPH01293930A - Method and device for arranging reinforcements in lattice type - Google Patents
Method and device for arranging reinforcements in lattice typeInfo
- Publication number
- JPH01293930A JPH01293930A JP12107388A JP12107388A JPH01293930A JP H01293930 A JPH01293930 A JP H01293930A JP 12107388 A JP12107388 A JP 12107388A JP 12107388 A JP12107388 A JP 12107388A JP H01293930 A JPH01293930 A JP H01293930A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- groove
- guide strip
- guide
- reinforcements
- 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
Links
- 238000000034 method Methods 0.000 title claims description 22
- 230000002787 reinforcement Effects 0.000 title abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 95
- 230000000630 rising effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F23/00—Feeding wire in wire-working machines or apparatus
- B21F23/005—Feeding discrete lengths of wire or rod
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Wire Processing (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明はプレハブ化した大形の格子状鉄筋を地組工程
で組立てるための鉄筋の格子状配列方法および配列装置
に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method and apparatus for arranging reinforcing bars in a lattice pattern for assembling large prefabricated lattice-shaped reinforcing bars in a ground assembly process.
この発明は1ピースが10トン程度になるプレハブ化し
た大形の格子状鉄筋を半自動化した地組工程で組立てる
ための鉄筋の格子状配列方法および配列装置を提案する
にある。The present invention proposes a method and apparatus for arranging reinforcing bars in a lattice pattern for assembling large prefabricated lattice-shaped reinforcing bars each weighing approximately 10 tons in a semi-automated ground assembly process.
この発明は地組工程において格子状鉄筋を組立てるため
の鉄筋の格子状配列方法であり、所定間隔を保ち鉄筋保
持用の幅方向の凹溝を有する複数の下部案内条と上部案
内条とを地組架台上に互いに直交する方向に配向して配
設し、地組架台を下部案内条方向に傾け、傾斜した下部
案内条の上端部に複数の下側鉄筋を傾斜直交方向に配向
してのせ、案内条上面に沿い自重で降下させ、各凹溝に
それぞれ下側鉄筋の1本を落とじ込み、
次いで地組架台を上部案内条方向に傾け、傾斜した上部
案内条の上端部に複数の上側鉄筋を傾斜直交方向に配向
してのせ、案内条上面に沿い自重で降下させ、各凹溝に
それぞれ上側鉄筋の1本を落よし込むことを特徴とする
。他の一つの発明は、
地組工程において格子状鉄筋を組立てるための鉄筋の格
子状配列装置であり、直交する2方向に傾斜可能となし
た地組架台と、この架台上に前記直交する2方向に配向
した複数条の下部案内条と上部案内条とを有し、下部お
よび上部案内条はそれぞれ、傾斜した上面を自重で降下
する傾斜直交方向に配向した鉄筋の1本を落とし込ませ
る幅方向の凹溝、および凹溝の傾斜下側縁部に立上がる
案内片を備えた鉄筋保持部を所定の間隔を保ち設けてあ
り、下部案内条の鉄筋保持部は凹溝に鉄筋が入っていな
い時は案内片は立上がり凹溝を開口しており、鉄筋が入
った時はその荷重で案内片は倒れ凹溝を閉塞すべくなし
てあり、上部案内条の鉄筋保持部は次の傾斜下側位置の
凹溝に鉄筋が入っていない時は案内片は倒れ凹溝を閉塞
しており、鉄筋が入った時はその荷重で案内片は立上が
り凹溝を開口すべくなしてあることを特徴とする。The present invention is a method for arranging reinforcing bars in a lattice pattern for assembling lattice reinforcing bars in the ground assembly process, in which a plurality of lower guide strips and upper guide strips are arranged in the ground at predetermined intervals and have grooves in the width direction for holding reinforcing bars. They are arranged on the assembly frame in directions orthogonal to each other, the assembly frame is tilted in the direction of the lower guide strip, and a plurality of lower reinforcing bars are placed on the upper end of the inclined lower guide strip, oriented in the direction perpendicular to the inclination. , lower it by its own weight along the upper surface of the guide strip, drop one of the lower reinforcing bars into each groove, then tilt the foundation assembly frame toward the upper guide strip, and place multiple upper reinforcing bars at the upper end of the inclined upper guide strip. The method is characterized in that the reinforcing bars are placed in a direction perpendicular to the inclination, are lowered by their own weight along the upper surface of the guide strip, and one of the upper reinforcing bars is dropped into each groove. Another invention is a lattice-like arrangement device for reinforcing bars for assembling lattice-like reinforcing bars in a ground assembly process, which comprises a ground assembly frame that can be tilted in two orthogonal directions, and a ground assembly frame that is tiltable in two orthogonal directions; It has a plurality of lower guide strips and upper guide strips oriented in the direction, and each of the lower guide strips and the upper guide strip has a width that allows one of the reinforcing bars oriented in the direction perpendicular to the slope to fall down the sloped upper surface by its own weight. A reinforcing bar holding part with a guide piece that stands up on the inclined lower edge of the groove is provided at a predetermined interval. When there is no reinforcing bar, the guide piece stands up to open the groove, and when a reinforcing bar enters, the load causes the guide piece to fall down and close the groove, and the reinforcing bar holding part of the upper guide line moves downward to the next inclined position. When there is no reinforcing bar in the side groove, the guide piece falls down and closes the groove, and when reinforcing bar enters, the load causes the guide piece to rise and open the groove. shall be.
第1図は地組工程においてプレハブ化した大列し、半自
動化したプロセスで格子状鉄筋3を組立て、例えば大形
クレーン4等でストック架台5に吊込みストックし、鉄
筋の組立と据付けのタイムラッグの解消を図るものであ
る。Figure 1 shows that in the ground assembly process, prefabricated reinforcing bars 3 are assembled in large rows in a semi-automated process, and are hoisted onto a stock frame 5 using a large crane 4, etc., and stocked, thereby reducing the time lag between assembling and installing the reinforcing bars. The aim is to eliminate this problem.
この鉄筋の格子状配列装置の地組架台1は、第1,2図
のごとく方形をなし、隣り合う2辺の下部には伸縮支柱
6が取付けてあり、直交する2方向に傾斜させることが
可能となしである。The ground assembly frame 1 of this reinforcing bar lattice arrangement device has a rectangular shape as shown in Figures 1 and 2, and telescopic columns 6 are attached to the lower parts of two adjacent sides, so that it can be tilted in two orthogonal directions. Possible and not possible.
その平面をなす架台上面には辺に並行な互いに直交方向
に配向した複数条の下部案内条7と上部案内条8とが上
面を一平面に揃え配設しである。A plurality of lower guide strips 7 and upper guide strips 8, which are parallel to the sides and oriented in mutually orthogonal directions, are arranged on the flat upper surface of the mount with their upper surfaces aligned in one plane.
第3図は伸縮支柱6を伸縮して地組架台1を下部案内条
方向に傾けた状態である。下部案内条7の上面には第4
,5図のごとく、幅方向に沿う凹溝9および凹溝の傾斜
下側縁部に立上がった案内片10を備えた鉄筋保持部1
1が所定の間隔を保ち、上部案内条8との交差点間に設
けである。なお、この凹溝9は鉄筋2の径の略2倍の深
さとなしである。この下部案内条7の凹溝9の傾斜下側
位置に案内条7と並列するヒンジ12がピン13で回動
自在に軸着しである。FIG. 3 shows a state in which the telescopic struts 6 are extended and contracted to tilt the ground assembly frame 1 in the direction of the lower guide strip. The upper surface of the lower guide strip 7 has a fourth
As shown in FIG.
1 maintains a predetermined interval and is provided between the intersection with the upper guide strip 8. Note that this groove 9 has a depth that is approximately twice the diameter of the reinforcing bar 2. A hinge 12 parallel to the guide strip 7 is rotatably attached to a position below the slope of the groove 9 of the lower guide strip 7 with a pin 13 .
このヒンジ12の傾斜下側部はバランス荷重14部分を
なし、上側部は凹溝9位置に張出したアーム15をなし
、案内片10はこのヒンジ12の上側上端部にピン16
で回動自在に軸着しである。The inclined lower part of this hinge 12 forms a balance load 14 part, the upper part forms an arm 15 projecting from the concave groove 9 position, and the guide piece 10 is attached to the upper end of this hinge 12 with a pin 16.
It is pivoted so that it can rotate freely.
鉄筋2が凹溝9に入っていない時はヒンジ12はバラン
ス荷重14を下にして直立し、ヒンジ12に突設したス
トッパー17で案内片10を押上げて、凹溝9の下側縁
部において立上げ凹溝9を開口している。凹溝9に鉄筋
2が入った時はアーム15にかかる鉄筋2の荷重がバラ
ンス荷重14を制してヒンジ12を横方向に倒し同時に
案内片10をストッパー17で押して倒し凹溝を閉塞し
、下部案内条7の上面を平坦面とする。なお、第5図に
おいて、18は案内片10の上面に当接する案内条7に
突設したスI・ツバ−である。When the reinforcing bar 2 is not in the groove 9, the hinge 12 stands upright with the balance load 14 at the bottom, and the stopper 17 protruding from the hinge 12 pushes up the guide piece 10, so that the lower edge of the groove 9 A raised groove 9 is opened at the opening. When the reinforcing bar 2 enters the groove 9, the load of the reinforcing bar 2 applied to the arm 15 overcomes the balance load 14, tilts the hinge 12 laterally, and at the same time pushes the guide piece 10 with the stopper 17 to collapse it and close the groove. The upper surface of the lower guide strip 7 is a flat surface. In addition, in FIG. 5, reference numeral 18 denotes a swivel protruding from the guide strip 7 that abuts the upper surface of the guide piece 10.
このように構成した下部案内条7の傾斜上側部の鉄筋置
台19に、第3図のことく傾斜直交方向に配向して複数
の下側鉄筋2−1をのせ、傾斜下側方向に自重により降
下させる。保持部11は案内片10が凹溝9の下側縁部
において立上がり、凹溝9を開口しているので、傾斜し
た下部案内条7の上面に沿い降下する鉄筋2−1は先ず
傾斜最上段の案内片10に当たって凹溝9に落ち込む。A plurality of lower reinforcing bars 2-1 are placed on the reinforcing bar 19 on the upper side of the slope of the lower guide strip 7 configured in this way, oriented in the direction orthogonal to the slope as shown in FIG. lower it. In the holding part 11, the guide piece 10 rises at the lower edge of the groove 9 and opens the groove 9, so that the reinforcing bar 2-1 descending along the upper surface of the inclined lower guide strip 7 first reaches the uppermost inclined stage. It hits the guide piece 10 and falls into the groove 9.
凹溝9に入った鉄筋2はその荷重でヒンジ12のアーム
15を押下げ、ヒンジ12および案内片10を倒して案
内条7上面を平坦面とする。従って、次に案内条7上面
を降下する鉄筋2−1は1つ下段に位置する凹溝9に落
込む。このようにして複数の下部鉄筋2−1は下部案内
条7上面を降下する過程において順次傾斜上段に位置す
る凹溝9から、次々に1つ下段の凹溝9に落込み、すべ
ての凹溝9に鉄筋2−1が納まり、一方向に所定の間隔
を保ち並列する下側鉄筋2−1群が形成される。The reinforcing bar 2 that has entered the groove 9 presses down the arm 15 of the hinge 12 with its load, causing the hinge 12 and the guide piece 10 to fall down, making the upper surface of the guide strip 7 a flat surface. Therefore, the reinforcing bar 2-1, which then descends on the upper surface of the guide strip 7, falls into the groove 9 located one step below. In this way, in the process of descending on the upper surface of the lower guide strip 7, the plurality of lower reinforcing bars 2-1 fall one after another from the groove 9 located at the upper level of the slope to the groove 9 located at the lower level, and all the grooves are The reinforcing bars 2-1 are housed in 9, forming a group of lower reinforcing bars 2-1 that are arranged in parallel at a predetermined distance in one direction.
下側鉄筋2−1群を一方向に並列せしめた後、第60の
ように、地組架台1を上部案内条8方向に伸縮支柱6を
伸縮して傾ける。上部案内条8の上面には第7.8図の
ごとく案内条8幅方向の凹溝9′および凹溝9゛の下側
縁部の案内片10°を備えた鉄筋保持部11°が所定の
間隔を保ち設けである。なお、この凹溝9゛は鉄筋2の
径と略等しい深さとなしである。After arranging the lower reinforcing bars 2-1 in one direction, the base assembly frame 1 is tilted in the direction of the upper guide strip 8 by extending and contracting the telescopic columns 6, as shown in No. 60. As shown in Fig. 7.8, on the upper surface of the upper guide strip 8, there is a reinforcing bar holding portion 11° provided with a groove 9' in the width direction of the guide strip 8 and a guide piece 10° on the lower edge of the groove 9'. The distance is maintained. Note that this groove 9' has a depth approximately equal to the diameter of the reinforcing bar 2.
上部案内条8の2つの凹溝9’、 9’間には案内条
8と並列するヒンジ12゛がピン13”で回動自在に軸
着しである。このヒンジ12゛の傾斜上側部はバランス
荷重14゛部分をなし、下側部分は傾斜下側位置の凹溝
9”に張出したアーム15゛をなし、案内片10゛はヒ
ンジ12°の傾斜上側部分にピン16”で軸着しである
。Between the two concave grooves 9' and 9' of the upper guide strip 8, a hinge 12'' parallel to the guide strip 8 is rotatably attached with a pin 13''.The inclined upper side of the hinge 12'' is The balance load consists of a 14" portion, the lower part has an arm 15" extending from the concave groove 9" at the lower inclined position, and the guide piece 10" is pivotally attached to the upper inclined part of the hinge 12° with a pin 16". It is.
傾斜下側の凹溝9゛に鉄筋2が入っていない時は、ヒン
ジ12゛はバランス荷重14゛により横向きに倒れ、案
内片10′を凹溝9゛上に倒して閉塞し、案内条8の−
F面を平坦面とする。傾斜下側位置の凹溝9゛に鉄筋2
が入った時はその荷重がアーム15”にかかり、ヒンジ
12′を立上げ、同時に案内片の下面をストッパー17
゛で押−にげ、案内片10゛を凹溝の傾斜下側縁部に立
−トげ、凹溝9°を開口する。When the reinforcing bar 2 is not inserted into the groove 9' on the lower side of the slope, the hinge 12' falls sideways due to the balance load 14', the guide piece 10' falls over the groove 9' and closes, and the guide strip 8 of-
Let F-plane be a flat surface. Reinforcement bar 2 is placed in the concave groove 9゜ at the bottom of the slope.
When the load is applied to the arm 15'', the hinge 12' is raised, and at the same time the lower surface of the guide piece is moved to the stopper 17.
Push it down with ゛, stand the guide piece 10゜ on the inclined lower edge of the groove, and open the groove 9゜.
このように構成しである上部案内条8の傾斜」二側部の
鉄筋置台19に、第6図のごとく傾斜直交方向に配向し
た複数の上側鉄筋2−2をのせ、傾斜下側方向に自重で
降下させる。当初、上部案内条8の上面は平坦面をなし
ているので、最初に降下する鉄筋2−2は傾斜最下段の
案内片10′が取付けてない凹溝9゛に落込む。この鉄
筋2−2はヒンジ12°のアーム15゛を下方に押下げ
、案内片10”を凹溝9゛の傾斜下側縁に立−にげ凹溝
9″を開口する。従って次に降下してくる上側鉄筋2−
2はこの立上がった案内片10゛に当接して1つ上段の
凹溝9”に落込む。このようにして複数の上側鉄筋2−
1は傾斜した上部案内条8の上面を降下する過程におい
て順次傾斜下段に位置する凹溝9′から、次々に1つ上
段の凹溝9゛に落込み、すべての凹溝9゛に鉄筋2−2
が納まり、下側鉄筋2−1群に直交する方向に所定の間
隔を保ち並列した上側鉄筋2−2群が形成される。As shown in Fig. 6, a plurality of upper reinforcing bars 2-2 oriented perpendicular to the inclination are placed on the reinforcing bar mounting stand 19 on the two sides of the upper guide strip 8 constructed in this way, and the self-weight is applied in the downward direction of the inclination. to lower it. Initially, the upper surface of the upper guide strip 8 is a flat surface, so the reinforcing bar 2-2 that descends first falls into the concave groove 9' to which the guide piece 10' at the lowest stage of the slope is not attached. This reinforcing bar 2-2 pushes down the arm 15'' with the hinge 12°, and pushes the guide piece 10'' up against the inclined lower edge of the groove 9'' to open the groove 9''. Therefore, the upper reinforcing bar 2-
2 comes into contact with this raised guide piece 10'' and falls into the concave groove 9'' one step above.In this way, the plurality of upper reinforcing bars 2-
In the process of descending on the upper surface of the inclined upper guide strip 8, the reinforcing bars 2 fall one after another from the grooves 9' located at the lower level of the slope to the grooves 9' located at the upper level one after another. -2
are accommodated, and a group of upper reinforcing bars 2-2 is formed which are arranged in parallel at a predetermined interval in a direction orthogonal to the group of lower reinforcing bars 2-1.
このように配列してなった上下側鉄筋は交差部を結束線
で結束する等して固定し、格子状鉄筋3とする。The upper and lower reinforcing bars arranged in this manner are fixed at their intersections by binding with binding wires, etc., to form lattice reinforcing bars 3.
この発明は以上の構成からなる。この鉄筋の格子状配列
方法によれば、直交する2方向に配向した下側鉄筋と上
側鉄筋とは、それぞれ傾斜した地組架台上の下部あるい
は上部案内条面を自重で降下する過程において凹溝に落
込み並列配向せしめ、上下側鉄筋を格子状に配列できる
。This invention consists of the above configuration. According to this method of arranging reinforcing bars in a lattice pattern, the lower reinforcing bars and the upper reinforcing bars oriented in two orthogonal directions are formed into concave grooves in the process of descending under their own weight on the lower or upper guide strips of the inclined foundation frame, respectively. The upper and lower reinforcing bars can be arranged in a grid pattern.
従って太くて重い鉄筋であっても、過大な労力を必要と
せず簡易な装置を用い地組工程での格子状鉄筋の組立を
可能とする。Therefore, even if the reinforcing bars are thick and heavy, it is possible to assemble the lattice-shaped reinforcing bars in the ground assembly process using a simple device without requiring excessive labor.
また、この組立装置の下部および上部案内条は鉄筋を落
込むべき凹溝の下側縁部には案内片が立上がり凹溝を開
口し、案内条上面を降下する鉄筋を確実に案内して凹溝
に落込ませ保持し、鉄筋の正確な配列を可能にする。ま
た下側鉄筋を先に配列する際に、上部案内条の案内片は
凹溝を閉塞し、平坦面となしているので下側鉄筋の降下
、配列を妨げない。上側鉄筋を配列させる際には、下部
案内条の凹溝は鉄筋が入っていて案内片が閉塞し、平坦
面をなすので上側鉄筋の降下、配列の妨げとならない。In addition, in the lower and upper guide strips of this assembly device, a guide piece rises at the lower edge of the groove into which the reinforcing bars are to be dropped, opening the groove, and reliably guides the reinforcing bars descending on the upper surface of the guide strip. It is dropped into the groove and held, allowing for accurate alignment of the reinforcing bars. Furthermore, when arranging the lower reinforcing bars first, the guide piece of the upper guide strip closes the groove and forms a flat surface, so that it does not interfere with the lowering and arrangement of the lower reinforcing bars. When arranging the upper reinforcing bars, the recessed groove of the lower guide strip contains the reinforcing bars and the guide piece closes to form a flat surface, which does not interfere with the lowering and arrangement of the upper reinforcing bars.
格子状に配列した上下側鉄筋の交差部を結束してなった
格子状鉄筋はクレーン等で上方に吊り上げ、上下部案内
条の保持部から案内片を回動させて容易に引き離しかで
きる。The lattice-shaped reinforcing bars, which are formed by binding the intersections of the upper and lower reinforcing bars arranged in a lattice pattern, can be lifted upward by a crane or the like, and easily separated by rotating the guide pieces from the holding parts of the upper and lower guide strips.
以上の通り、この鉄筋の格子状配列方法は、大径の鉄筋
であっても過大な労力を必要とせず、容易に格子状に配
列ができ、地組工程において、作業能率よくプレハブ化
した大形格子状鉄筋の組立を可能とする。As mentioned above, this method of arranging reinforcing bars in a lattice pattern does not require excessive labor even with large diameter reinforcing bars, and can be easily arranged in a lattice pattern. Enables assembly of grid-shaped reinforcing bars.
また、この発明になる配列装置は機構が簡単、操作が容
易であり、鉄筋を確実に格子状に配列できる。Further, the arranging device according to the present invention has a simple mechanism and is easy to operate, and can reliably arrange reinforcing bars in a grid pattern.
図面はこの発明の実施例を示すものであって、第1図は
格子状鉄筋を組立てる地組工程全体の斜視図、第2図は
地組架台の平面図、第3図および第6図は下部案内条お
よび上部案内条方向に傾斜させた地組架台の側面図、第
4図、第5図は下部案内条に設けた鉄筋保持部の側面図
および拡大図、第7図、第8図は上部案内条に設けた鉄
筋保持部の側面図および拡大図である。
1・・・・・・地組架台、2・・・・・・鉄筋、3・・
・・・・格子状鉄筋、4・・・・・・大形クレーン、5
・・・・・・ストック架台、6・・・・・・伸縮支柱、
7・・・・・・下部案内条、8・・・上部案内条、9,
9”・・・・・・凹溝、10.10’・・・・・・案内
片、11.11’・・・・・・鉄筋保持部、12.12
’・・・・・・ヒンジ、13.13”・・・・・・ピン
、14.14’・・・・・・バランス荷重、15.・1
5”・・・・・・アーム、16゜16゛・・・・・・ピ
ン、17.17’・・・・・・ストッパー、18・・・
・・・ストッパー、19・・・・・・鉄筋置台。The drawings show an embodiment of the present invention, and FIG. 1 is a perspective view of the entire ground assembly process for assembling lattice reinforcing bars, FIG. 2 is a plan view of the ground assembly frame, and FIGS. 3 and 6 are Figures 4 and 5 are side views of the foundation assembly frame tilted in the direction of the lower guide strip and the upper guide strip, and Figures 7 and 8 are side views and enlarged views of the reinforcing bar holding section provided on the lower guide strip. FIG. 2 is a side view and an enlarged view of a reinforcing bar holding portion provided on the upper guide strip. 1...Ground frame, 2...Reinforcement bar, 3...
...Grid reinforcing bars, 4...Large crane, 5
...Stock frame, 6... Telescopic support,
7...Lower guide strip, 8...Upper guide strip, 9,
9"... Concave groove, 10.10'... Guide piece, 11.11'... Rebar holding part, 12.12
'...Hinge, 13.13"...Pin, 14.14'...Balance load, 15..1
5"...Arm, 16゜16゛...Pin, 17.17'...Stopper, 18...
...stopper, 19...reinforcement stand.
Claims (2)
筋の格子状配列方法であり、所定間隔を保ち鉄筋保持用
の幅方向の凹溝を有する複数の下部案内条と上部案内条
とを地組架台上に互いに直交する方向に配向して配設し
、地組架台を下部案内条方向に傾け、傾斜した下部案内
条の上端部に複数の下側鉄筋を傾斜直交方向に配向して
のせ、案内条上面に沿い自重で降下させ、各凹溝にそれ
ぞれ下側鉄筋の1本を落とし込み、 次いで地組架台を上部案内条方向に傾け、 傾斜した上部案内条の上端部に複数の上側鉄筋を傾斜直
交方向に配向してのせ、案内条上面に沿い自重で降下さ
せ、各凹溝にそれぞれ上側鉄筋の1本を落とし込むこと
を特徴とする鉄筋の格子状配列方法。(1) A method of arranging reinforcing bars in a lattice pattern for assembling lattice-shaped reinforcing bars in the ground assembly process, in which a plurality of lower guide strips and upper guide strips are arranged at predetermined intervals and have grooves in the width direction for holding reinforcing bars. They are arranged on the assembly frame in directions orthogonal to each other, the assembly frame is tilted in the direction of the lower guide strip, and a plurality of lower reinforcing bars are placed on the upper end of the inclined lower guide strip, oriented in the direction perpendicular to the inclination. , lower it by its own weight along the upper surface of the guide strip, drop one of the lower reinforcing bars into each groove, then tilt the foundation assembly frame toward the upper guide strip, and place multiple upper reinforcing bars at the upper end of the inclined upper guide strip. A method for arranging reinforcing bars in a lattice pattern, characterized by placing reinforcing bars oriented in a direction perpendicular to the inclination, lowering them by their own weight along the upper surface of the guide strip, and dropping one of the upper reinforcing bars into each groove.
筋の格子状配列装置であり、直交する2方向に傾斜可能
となした地組架台と、この架台上に前記直交する2方向
に配向した複数条の下部案内条と上部案内条とを有し、
下部および上部案内条はそれぞれ、傾斜した上面を自重
で降下する傾斜直交方向に配向した鉄筋の1本を落とし
込ませる幅方向の凹溝、および凹溝の傾斜下側縁部に立
上がる案内片を備えた鉄筋保持部を所定の間隔を保ち設
けてあり、下部案内条の鉄筋保持部は凹溝に鉄筋が入っ
ていない時は案内片は立上がり凹溝を開口しており、鉄
筋が入った時はその荷重で案内片は倒れ凹溝を閉塞すべ
くなしてあり、上部案内条の鉄筋保持部は次の傾斜下側
位置の凹溝に鉄筋が入っていない時は案内片は倒れ凹溝
を閉塞しており、鉄筋が入った時はその荷重で案内片は
立上がり凹溝を開口すべくなしてあることを特徴とする
鉄筋の格子状配列装置。(2) A lattice-like arrangement device for reinforcing bars for assembling lattice-like reinforcing bars in the ground assembly process, which includes a ground assembly frame that can be tilted in two orthogonal directions, and a ground assembly frame that is oriented in the two orthogonal directions on this frame. It has a plurality of lower guide strips and an upper guide strip,
The lower and upper guide strips each include a groove in the width direction into which one of the reinforcing bars oriented perpendicular to the slope is dropped by its own weight on the sloped upper surface, and a guide piece that rises from the sloped lower edge of the groove. The reinforcing bar holding parts of the lower guide strip are provided with reinforcing bar holding parts at a predetermined interval, and when there is no reinforcing bar in the recessed groove, the guide piece rises to open the recessed groove, and when the reinforcing bar is inserted, the reinforcing bar holding part of the lower guide strip is When the load is applied, the guide piece collapses and closes the concave groove, and when the reinforcing bar holding part of the upper guide strip is not in the groove at the next inclined lower position, the guide piece collapses and becomes the concave groove. A lattice arrangement device for reinforcing bars, characterized in that when the reinforcing bars enter, the guide pieces rise under the load to open the recessed grooves.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12107388A JPH01293930A (en) | 1988-05-18 | 1988-05-18 | Method and device for arranging reinforcements in lattice type |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12107388A JPH01293930A (en) | 1988-05-18 | 1988-05-18 | Method and device for arranging reinforcements in lattice type |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01293930A true JPH01293930A (en) | 1989-11-27 |
JPH0475101B2 JPH0475101B2 (en) | 1992-11-27 |
Family
ID=14802176
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12107388A Granted JPH01293930A (en) | 1988-05-18 | 1988-05-18 | Method and device for arranging reinforcements in lattice type |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01293930A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006249743A (en) * | 2005-03-09 | 2006-09-21 | Kajima Corp | Reinforcement basket manufacturing method and reinforcement basket manufacturing apparatus |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2023077156A (en) | 2021-11-24 | 2023-06-05 | 株式会社リコー | Liquid ejection device and liquid ejection method |
-
1988
- 1988-05-18 JP JP12107388A patent/JPH01293930A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006249743A (en) * | 2005-03-09 | 2006-09-21 | Kajima Corp | Reinforcement basket manufacturing method and reinforcement basket manufacturing apparatus |
JP4633506B2 (en) * | 2005-03-09 | 2011-02-16 | 鹿島建設株式会社 | Rebar rod manufacturing method and reinforcing bar rod manufacturing apparatus |
Also Published As
Publication number | Publication date |
---|---|
JPH0475101B2 (en) | 1992-11-27 |
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