JPH0260490B2 - - Google Patents
Info
- Publication number
- JPH0260490B2 JPH0260490B2 JP61186569A JP18656986A JPH0260490B2 JP H0260490 B2 JPH0260490 B2 JP H0260490B2 JP 61186569 A JP61186569 A JP 61186569A JP 18656986 A JP18656986 A JP 18656986A JP H0260490 B2 JPH0260490 B2 JP H0260490B2
- Authority
- JP
- Japan
- Prior art keywords
- hoop
- support
- main
- bars
- bar
- 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.)
- Expired - Lifetime
Links
- 230000002787 reinforcement Effects 0.000 claims description 33
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- SAPGTCDSBGMXCD-UHFFFAOYSA-N (2-chlorophenyl)-(4-fluorophenyl)-pyrimidin-5-ylmethanol Chemical compound C=1N=CN=CC=1C(C=1C(=CC=CC=1)Cl)(O)C1=CC=C(F)C=C1 SAPGTCDSBGMXCD-UHFFFAOYSA-N 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 8
- 210000003205 muscle Anatomy 0.000 description 23
- 238000003466 welding Methods 0.000 description 7
- 241001669679 Eleotris Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、トンネルを掘削する際に使用するプ
レキヤストコンクリート製セグメントに埋設する
篭筋を組み立てるためのコンクリトセグメント用
篭筋組立装置に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a concrete segment gauntlet assembly apparatus for assembling gauntlets to be buried in precast concrete segments used when excavating a tunnel.
(従来の技術)
一般にコンクリートセグメント用篭筋には、第
5図に示すようにセグメント1の円形湾曲方向に
向けた弧状部2aの両端にL型の折曲部2bを有
する多段の主筋2及びこの多段の主筋2の周囲を
その長手方向に直交する方向に巻くように配置し
た多段のフープ筋3とを組み合わせ、それらの間
を溶接機によつて溶接したものが使用されてい
る。(Prior Art) In general, gauntlet reinforcement for concrete segments includes a multi-stage main reinforcement 2 having L-shaped bent portions 2b at both ends of an arcuate portion 2a facing in the direction of circular curvature of the segment 1, as shown in FIG. This multi-stage main reinforcement 2 is combined with a multi-stage hoop reinforcement 3 arranged so as to be wound in a direction perpendicular to the longitudinal direction thereof, and the welding between them is welded using a welding machine.
従来、この種のコンクリートセグメント用篭筋
の組立に際しては第6図に示すようにフレーム4
に支持させて一対の側板5を互いに平行配置を備
え、その側板5の内面にフープ筋支持溝6を形成
した装置を使用し、そのフープ筋支持溝6内に所
要数のフープ筋3を挿し込んで位置決めさせ、そ
の各フープ3,3内に主筋2を挿入し、溶接機に
よつてフープ筋3と主筋2間を溶接するようにし
ていた。 Conventionally, when assembling this type of gauntlet reinforcement for concrete segments, a frame 4 was used as shown in Fig. 6.
A device is used in which a pair of side plates 5 are arranged in parallel to each other and a hoop muscle support groove 6 is formed on the inner surface of the side plate 5, and a required number of hoop muscles 3 are inserted into the hoop muscle support groove 6. The main reinforcing bars 2 are inserted into each of the hoops 3, 3, and the hoop reinforcing bars 3 and the main reinforcing bars 2 are welded together using a welding machine.
(発明が解決しようとする問題点)
このような従来の装置では孤状に湾曲した篭筋
aをその湾曲の凹状を上向きもしくは下向きにし
て作業床上に置き組み上げるものであるため、下
側に位置する部分の溶接作業がしにくく作業能率
が悪く、また、主筋2を支持する部材がなく、そ
の溶接時に作業者がこれを手で保持するか、ワイ
ヤー等であらかじめ主筋2とフープ筋3とを結え
付けておく等の作業が必要となり、作業工数が多
く、高コストとなるという問題点があつた。(Problems to be Solved by the Invention) In such a conventional device, the arcuately curved gauntlets a are placed on the work floor with the concave shape of the curve facing upward or downward, and are assembled. In addition, there is no member to support the main reinforcing bars 2, so the worker must hold them by hand or connect the main reinforcing bars 2 and hoop bars 3 with a wire or the like in advance. There were problems in that work such as tying was required, which required a large number of man-hours and resulted in high costs.
本発明はこのような従来の問題にかんがみ、主
筋及びフープ筋の保持が簡単かつ適切に行われ、
しかも、溶接作業を容易に行うことができるコン
クリートセグメント用篭筋組立装置の提供を目的
としたものである。 In view of such conventional problems, the present invention allows main reinforcement and hoop reinforcement to be easily and appropriately maintained,
Furthermore, the present invention aims to provide a gauntlet assembly device for concrete segments that allows easy welding work.
(問題点を解決するための手段)
上述の目的を達成するための本発明の要旨とす
るところは基台上に、セグメント用篭筋の厚さに
対応させて間隔を隔てて対向させた複数対の支柱
を、セグメントの湾曲に対応させて立設し、その
各対をなす支柱毎にセグメントの長手方向に向け
て配置される主筋を水平方向に支持させる主筋支
持桟を多段配置に横架させ、かつ、前記主筋をそ
の長手方向と直交する方向に巻く配置のフープ筋
を縦向きに支持させるフープ筋支持桟を前記各支
柱間に連続させて互いに対向配置に備え、その互
いに対向するフープ筋支持桟のうち少なくとも一
方を他方に向けて進退自在としてなるコンクリー
トセグメント用篭筋組立装置に存する。(Means for Solving the Problems) The gist of the present invention to achieve the above-mentioned object is to provide a plurality of cages on a base that are arranged oppositely at intervals corresponding to the thickness of the segment cage bars. Pairs of columns are erected to correspond to the curvature of the segment, and each pair of columns horizontally supports the main bars placed in the longitudinal direction of the segment in a multi-stage arrangement. and the hoop reinforcement bars vertically supporting the hoop reinforcement arranged to wrap the main reinforcement in a direction perpendicular to the longitudinal direction of the main reinforcement are provided in succession between each of the pillars and arranged opposite to each other, and the mutually opposing hoops are provided. A gauntlet assembly device for a concrete segment is provided, in which at least one of the bar supporting bars can be moved forward and backward toward the other.
(作用)
この装置の使用に際しては、フープ筋支持桟を
進退させて使用するフープ筋の幅に合わせて間隔
を調整し、各フープ筋を長手方向を上下に向けて
フープ筋支持桟間に挿入して位置決めさせる。そ
の後、支柱間に主筋支持桟を掛け渡し、主筋を各
フープ筋内に挿入し、支柱間の主筋支持桟上に支
持させ、セグメント用篭筋をその幅方向を上下に
立て、厚さ方向を水平に向けた状態で各主筋及び
フープ筋相互間を位置決めさせる。この状態で主
筋とフープ筋との交差位置を溶接桟によつて順次
溶接し、篭筋となす。そして組立完了の後には、
各主筋支持桟を抜き取り、組み上つた篭筋を上方
に吊り上げるか、あるいは主筋支持桟を抜き取る
と同時にフープ筋支持桟を後退させて篭筋をその
端部から水平方向に抜き出す。(Function) When using this device, move the hoop muscle support bars back and forth to adjust the spacing according to the width of the hoop muscle to be used, and insert each hoop muscle between the hoop muscle support bars with the longitudinal direction facing up and down. and position it. After that, the main bar support bars are laid between the columns, the main bars are inserted into each hoop bar, and supported on the main bar support bars between the columns. Position each main muscle and the hoop muscles with each other in a horizontal state. In this state, the intersection points of the main reinforcement and the hoop reinforcement are sequentially welded using welding bars to form gauntlet reinforcement. And after the assembly is completed,
Either each main bar support bar is removed and the assembled gauntlet bar is lifted upward, or the hoop bar support bar is retreated at the same time as the main bar support bar is pulled out, and the basket bar is pulled out from its end in the horizontal direction.
(実施例)
次に本発明の実施の一例を第1図〜第4図につ
いて説明する。(Example) Next, an example of implementation of the present invention will be described with reference to FIGS. 1 to 4.
図中11は基台であり、この基台11は上面に
平らな床版12を有している。床版1の上面には
多数対の支持13a,13b,14a,14bが
立設されている。この各対の支柱13a,13
b,14a,14bはセグメントのアーチ型端面
形状に対応させてその一方をアーチ型の内側に他
方をアーチ型の外側に位置させて配置している。 In the figure, 11 is a base, and this base 11 has a flat floor slab 12 on its upper surface. A large number of pairs of supports 13a, 13b, 14a, and 14b are erected on the upper surface of the floor slab 1. Each pair of supports 13a, 13
b, 14a, and 14b are arranged so that one of them is located inside the arch shape and the other one is located outside the arch shape, corresponding to the arch shape end face shape of the segment.
この各対の支柱の内、両端部分の支柱14a,
14bを除く他の支柱13a,13bには、その
側面にL型の桟掛15a,15b…が多段配置に
突設され、その各桟掛15a,15b間に主筋支
持桟16が横架されるようにしており、これによ
つて各対の支柱13a,13b間毎に多段配置に
主筋支持桟16が掛け渡されるようにしている。 Of each pair of pillars, the pillars 14a at both ends,
L-shaped crosspieces 15a, 15b... are protruded from the side surfaces of the other supports 13a, 13b other than 14b in a multi-stage arrangement, and a main reinforcement support crosspiece 16 is horizontally suspended between the respective crosspieces 15a, 15b. As a result, the main reinforcing bars 16 are strung across each pair of supports 13a, 13b in a multi-stage arrangement.
また両端部の支柱14a,14b間には主筋端
部支持柱17が支持されている。この主筋端部支
持柱17は、両側面に多数の主筋支持片18a,
18b…が突設され、主筋2の端部の折曲部2b
を上下の主筋支持片18a,18a間及び18
b,18b間に挿入して支持するようにしている
ものであり、背面に張出片19を一体に有し、一
方の支柱14aに対して張出片19の一端をヒン
ジ19aによつて回動自在に支持させ、他方の支
柱14bに対して張出片19の他端が当接するこ
とによつて所定の向きに位置決めされるようにし
ている。 Further, a main reinforcement end support column 17 is supported between the columns 14a and 14b at both ends. This main reinforcement end support column 17 has a large number of main reinforcement support pieces 18a on both sides,
18b... is provided protrudingly, and the bent portion 2b at the end of the main reinforcement 2
between the upper and lower main reinforcement support pieces 18a and 18a.
It is designed to be inserted between the supports 18b and 18b, and has a projecting piece 19 integrally on the back side, and one end of the projecting piece 19 is rotated by a hinge 19a with respect to one of the pillars 14a. It is movably supported and positioned in a predetermined direction by the other end of the overhang piece 19 coming into contact with the other support column 14b.
また、支柱13a,13bには上下一対づつの
フープ筋支持桟20a,20bが水平方向に内外
の各支柱13a,13a…及び13b,13b…
に連続させて支持されている。この各フープ筋支
持桟20a,20bは組み上げられる篭筋aのア
ーチ型の内外の湾曲に合わせて湾曲されており、
その対向面に第3図、第4図に示すようにフープ
筋3が嵌り合う凹次21,21…が所望のフープ
筋間隔毎に多数形成されている。 In addition, the columns 13a, 13b have upper and lower pairs of hoop support bars 20a, 20b horizontally arranged on the inner and outer columns 13a, 13a... and 13b, 13b...
It is supported continuously. Each hoop support bar 20a, 20b is curved in accordance with the arch-shaped inner and outer curvature of the hoop reinforcement a to be assembled.
As shown in FIGS. 3 and 4, a large number of concavities 21, 21, . . . into which the hoop lines 3 fit are formed on the opposing surfaces at desired intervals between the hoop lines.
また、この各フープ筋支持桟の内、アーチ型の
内側に位置するフープ筋支持桟20aは支柱13
a,14bに対して固定され、アーチ型の外側に
位置するフープ筋支持桟20bは、内側のフープ
筋支持桟20aに対向して進退自在に支柱13b
に支持されている。即ちフープ筋支持桟20bは
背面にスライド片22が各支柱13b毎に対応し
て突設されており、このスライド片22が支柱1
3bの側面に形成されたガイド溝23内に摺動自
在に挿入され、そのスライド片22の突出端部に
L型に調整片24が固着されており、この調整片
24に支柱13bからスライド片22と平行に突
設した調整ボルト25が貫通され、調整片24の
背面にて調整ボルト25に螺ナツト26が螺合さ
れており、この螺ナツト26を締め込むことによ
つてスライド片22が押出され、フープ筋支持桟
20bが他方のフープ筋支持桟20aに接近する
方向に押し出されるようにしている。 Also, among these hoop muscle support bars, the hoop muscle support bar 20a located on the inside of the arch shape is attached to the support column 13.
The hoop muscle support bar 20b, which is fixed to the hoop muscle support bars 20a and 14b and located on the outside of the arch shape, is movable toward and away from the inner hoop muscle support bar 20a.
is supported by That is, the hoop support beam 20b has a sliding piece 22 protruding from the back surface corresponding to each pillar 13b, and this sliding piece 22 is attached to the pillar 1.
The slide piece 22 is slidably inserted into a guide groove 23 formed on the side surface of the column 3b, and an L-shaped adjustment piece 24 is fixed to the protruding end of the slide piece 22. An adjustment bolt 25 protruding parallel to the adjustment bolt 22 is passed through the adjustment bolt 25, and a screw nut 26 is screwed onto the adjustment bolt 25 on the back side of the adjustment piece 24. By tightening the screw nut 26, the slide piece 22 is adjusted. The hoop support bar 20b is pushed out in a direction toward the other hoop support bar 20a.
なお、図中27は外側のフープ筋支持桟20b
専用の支柱であり、この支柱27の両側を挾むよ
うにフープ筋支持桟20bのフープ筋支持桟20
bの中央部背面に一対のスライド片22a,22
bが突設され、このスライド片22a,22bを
もつて支柱27の両側面を挟むことにより、フー
プ筋支持桟20bの長手方向移動が阻止されてい
る。 In addition, 27 in the figure is the outer hoop muscle support crosspiece 20b.
The hoop muscle support beams 20 of the hoop muscle support beams 20b are dedicated support columns, and the hoop muscle support beams 20b are sandwiched between both sides of this support column 27.
A pair of slide pieces 22a, 22 on the back of the central part of b.
b is provided in a protruding manner, and by sandwiching both side surfaces of the support column 27 with these slide pieces 22a and 22b, longitudinal movement of the hoop support bar 20b is prevented.
また図中28は基台11の床版12上で枕木2
9を介して支持させたフープ筋載せ枠である。 In addition, 28 in the figure is a sleeper 2 on the floor slab 12 of the base 11.
This is a hoop support frame supported via 9.
このように構成されるコンクリートセグメント
用篭筋組立装置の使用に際しては、螺ナツト26
を調整して両フープ筋支持桟20a,20b間の
間隔を所望のフープ筋3の幅に合わせ、両フープ
筋支持桟20a,20bの凹欠21,21内にフ
ープ筋3を嵌め合わせて順次セツトする。次い
で、各対の支柱13a,13b間に主筋支持桟1
6,16…を掛け渡し、主筋端部支持柱17を開
いた状態で各主筋支持桟16上に主筋2,2…を
通して支持させる。次いで主筋端部支持柱17を
閉じる方向に回動させ、主筋支持片18a,18
a及び18b,18b間に各主筋2の端部の折曲
部2bを挿入させて各主筋2を所定の向き及び高
さに位置決めさせる。 When using the gauntlet assembling device for concrete segments constructed in this way, the screw nut 26
Adjust the spacing between both hoop muscle support bars 20a, 20b to match the desired width of the hoop muscle 3, fit the hoop muscle 3 into the recesses 21, 21 of both hoop muscle support bars 20a, 20b, and then sequentially Set. Next, the main reinforcement support crosspiece 1 is inserted between each pair of supports 13a and 13b.
6, 16..., and the main bars 2, 2... are passed and supported on each main bar support bar 16 with the main bar end support column 17 open. Next, the main reinforcement end support column 17 is rotated in the closing direction, and the main reinforcement support pieces 18a, 18
The bent portion 2b at the end of each main reinforcing bar 2 is inserted between a and 18b, 18b to position each main reinforcing bar 2 in a predetermined direction and height.
この状態で主筋2とフープ筋3との交差部分を
溶接し、各鉄筋間を一体化させる。このようにし
て篭筋aを組み上げた後各主筋支持桟16を抜き
取り、フープ筋支持桟20bを後退させ、更に主
筋端部支持柱17を開いて篭筋aを吊り上げるか
長手方向にスライドさせて取り出す。 In this state, the intersection of the main reinforcing bars 2 and the hoop reinforcing bars 3 is welded to integrate each reinforcing bar. After assembling the gauntlet bars a in this way, each main bar support bar 16 is removed, the hoop bar support bar 20b is retreated, and the main bar end support column 17 is further opened to lift the gauntlet bar a or slide it in the longitudinal direction. Take it out.
(発明の効果)
本発明は上述の如く構成され、コンクリートセ
グメント用の篭筋をその幅方向にを上下に向けて
組み立てるようにしたことによつて溶接作業が両
側から行うことができ、しかも溶接箇所が外面に
近い位置ばかりになるため作業性が良く、高能率
の溶接作業が容易に行われ、また支柱間に多段配
置に主筋支持桟を取り外し自在に横架させている
ため、主筋の支持が簡単にしかも適格になされ、
組み付けの作業性が著しく向上することとなつた
ものである。(Effects of the Invention) The present invention is constructed as described above, and by assembling the gallows for concrete segments with their width directions facing up and down, welding work can be performed from both sides. Workability is good because the parts are located close to the outside surface, making it easy to perform highly efficient welding work.In addition, the main reinforcement support bars are arranged in multiple stages between the columns and can be removed and hung horizontally, making it easy to support the main reinforcements. can be done easily and competently,
This has resulted in a marked improvement in assembly work efficiency.
第1図は本発明の装置の実施の一例を示す平面
図、第2図は湾曲を省略して示す正面図、第3図
は第1図中の−線断面図、第4図は要部の部
分拡大斜視図、第5図は本装置によつて組み立て
る篭筋の概略を示す斜視図、第6図は従来装置の
縦断面図である。
2……主筋、2b……折曲部、3……フープ
筋、11……基台、13a,13b,14a,1
4b……支柱、15a,15b……桟掛、16…
…主筋支持桟、17……主筋端部支持柱、18
a,18b……主筋支持片、20a,20b……
フープ筋支持桟。
Fig. 1 is a plan view showing an example of the implementation of the device of the present invention, Fig. 2 is a front view with the curvature omitted, Fig. 3 is a sectional view taken along the - line in Fig. 1, and Fig. 4 is the main part. FIG. 5 is a perspective view schematically showing a gauntlet bar assembled by the present device, and FIG. 6 is a longitudinal cross-sectional view of the conventional device. 2...Main reinforcement, 2b...Bending portion, 3...Hoop reinforcement, 11...Base, 13a, 13b, 14a, 1
4b... Support, 15a, 15b... Crosspiece, 16...
...Main bar support beam, 17...Main bar end support column, 18
a, 18b... Main reinforcement support piece, 20a, 20b...
Hoop muscle support crosspiece.
Claims (1)
せて間隔を隔てて対向させた複数対の支柱を、セ
グメントの湾曲に対応させて立設し、その名対を
なす支柱毎にセグメントの長手方向に向けて配置
される主筋を水平方向に支持させる主筋支持桟を
多段配置に横架させ、かつ、前記主筋をその長手
方向と直交する方向に巻く配置のフープ筋を縦向
きに支持させるフープ筋支持桟を前記各支柱間に
連続させて互いに対向配置に備え、その互いに対
向するフープ筋支持桟のうち少なくとも一方を他
方に向けて進退自在としてなるコンクリートセグ
メント用篭筋組立装置。1. On the base, a plurality of pairs of columns facing each other at intervals corresponding to the thickness of the segment cage reinforcements are erected in correspondence with the curvature of the segments, and each pair of columns makes up a segment. The main reinforcing bars that horizontally support the main reinforcing bars arranged in the longitudinal direction are horizontally hung in a multi-stage arrangement, and the hoop bars arranged to wrap the main reins in a direction perpendicular to the longitudinal direction are vertically supported. A gauntlet reinforcement assembly device for a concrete segment, wherein hoop reinforcement support bars are provided in a continuous manner between each of the pillars and are arranged opposite to each other, and at least one of the mutually opposing hoop reinforcement support bars is movable toward the other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61186569A JPS6342809A (en) | 1986-08-08 | 1986-08-08 | Cage reinforcement assembly device for concrete segment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61186569A JPS6342809A (en) | 1986-08-08 | 1986-08-08 | Cage reinforcement assembly device for concrete segment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6342809A JPS6342809A (en) | 1988-02-24 |
| JPH0260490B2 true JPH0260490B2 (en) | 1990-12-17 |
Family
ID=16190824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61186569A Granted JPS6342809A (en) | 1986-08-08 | 1986-08-08 | Cage reinforcement assembly device for concrete segment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6342809A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4983637B2 (en) * | 2008-02-12 | 2012-07-25 | 株式会社大林組 | Segment pieces, segment rings, and tunnel lining bodies |
| JP6351818B1 (en) * | 2017-10-11 | 2018-07-04 | 東海メタル株式会社 | Rebar assembly jig and rebar assembly jig system |
| JP2022068465A (en) * | 2020-10-22 | 2022-05-10 | 三晴 加藤 | Integrated construction method of reinforced ground improvement pile and upper structure |
-
1986
- 1986-08-08 JP JP61186569A patent/JPS6342809A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6342809A (en) | 1988-02-24 |
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