JP3021945U - Reinforcing bar support tool for secondary lining of shield tunnel - Google Patents
Reinforcing bar support tool for secondary lining of shield tunnelInfo
- Publication number
- JP3021945U JP3021945U JP1995005743U JP574395U JP3021945U JP 3021945 U JP3021945 U JP 3021945U JP 1995005743 U JP1995005743 U JP 1995005743U JP 574395 U JP574395 U JP 574395U JP 3021945 U JP3021945 U JP 3021945U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- rebar
- supporting
- shield tunnel
- secondary lining
- 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
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
(57)【要約】
【目的】 簡易な作業で容易に骨組みした鉄筋を拘束し
て支持できるシ−ルドトンネルの二次覆工用鉄筋支持用
具を提供すること。
【構成】 台部材1に長さ調節可能に支持杆2を立設
し、該支持杆2の先端部に、正面略U字状で両側板4,
4の上部に鉄筋を受け入れて係止する切欠5を設けた支
持部材3を設けて成り、前記支持部材1のU字状部の底
側に下鉄筋7を挿通し、該U字状両側板4,4の切欠5
に前記下鉄筋7に交叉した上鉄筋8を引掛け支持させ
て、前記支持杆2の先端を支持部材3の中に進出させる
ことにより両鉄筋7,8を互いに圧接すると共に、台部
材1を回転させて支持用具全体の長さを調節し、前記鉄
筋をシ−ルドトンネルT表面と二次覆工用の仮枠の間の
所定位置に保持するようにした。
(57) [Abstract] [Purpose] To provide a rebar supporting tool for a secondary lining of a shield tunnel capable of restraining and supporting framed rebar by a simple work. [Structure] A support rod 2 is erected on a base member 1 so that the length thereof can be adjusted, and a front end of the support rod 2 has a substantially U-shaped front surface with both side plates 4.
4 is provided with a support member 3 provided with a notch 5 for receiving and locking the reinforcing bar, and the lower reinforcing bar 7 is inserted into the bottom side of the U-shaped portion of the supporting member 1, and the U-shaped both side plates Cutouts 4 and 5
The upper rebar 8 crossing the lower rebar 7 is hooked and supported, and the tip of the support rod 2 is advanced into the support member 3 to press the two rebars 7 and 8 against each other, and the base member 1 It was rotated to adjust the length of the entire supporting tool so that the reinforcing bar was held at a predetermined position between the surface of the shield tunnel T and the temporary frame for secondary lining.
Description
【0001】[0001]
本考案は、シ−ルドトンネルにおいて、二次覆工を施工するに際し、鉄筋を支 持するための鉄筋支持用具に関するものである。 The present invention relates to a reinforcing bar supporting tool for supporting reinforcing bars when constructing a secondary lining in a shield tunnel.
【0002】[0002]
シ−ルドトンネルは、トンネル形成後そのままの状態で使用することもあるが 、防水性を持たせるためや強度を高めるために、その上に二次覆工を施工するこ とも多い。このような二次覆工を施工するに際しては、その中に鉄筋を骨組みし て介在させることが行われている。 The shield tunnel is sometimes used as it is after the tunnel is formed, but in many cases a secondary lining is applied on top of it to make it waterproof and to increase its strength. When constructing such a secondary lining, reinforcing bars are skeletonly intervened therein.
【0003】 シ−ルドトンネルにおいて、従来、骨組みした鉄筋を支持するための支持用具 としては種々のものが提案され、実用に供されているが、充分満足すべきものは 未だ出現していない。即ち、従来の支持用具は、セグメントに組込んで設けられ ている金具に吊鉄筋を取付け、この吊鉄筋によって鉄筋を単に上から吊下支持す るだけのものであるため、吊下支持した鉄筋がその自重やコンクリ−ト打設時に かかる荷重によって前後又は左右へずれたり撓むことがあり、そうなれば先に配 置した鉄筋が覆工コンクリ−ト層の中心から下側にずれることになるからである 。In the shield tunnel, various types of supporting tools for supporting framed reinforcing bars have been proposed and put to practical use in the past, but no sufficiently satisfactory one has yet appeared. That is, in the conventional supporting tool, the suspending bar is attached to the metal fitting installed in the segment, and the suspending bar simply suspends and supports the reinforcing bar from above. However, due to its own weight and the load applied when concrete is placed, it may be displaced forward or backward or left or right, and if so, the reinforcing bar placed earlier may be displaced downward from the center of the lining concrete layer. It will be.
【0004】[0004]
本考案は、上記のような従来技術に鑑み、簡易な作業で容易に骨組みした鉄筋 を拘束して支持できるシ−ルドトンネルの二次覆工用鉄筋支持用具を提供するこ とを、その課題とするものである。 In view of the above-mentioned conventional techniques, the present invention aims to provide a reinforcing bar supporting tool for a secondary lining of a shield tunnel capable of restraining and supporting a framed reinforcing bar by a simple work. It is what
【0005】[0005]
上記課題を解決することを目的としてなされた本考案鉄筋支持用具の構成は、 台部材に長さ調節可能に支持杆を立設し、該支持杆の先端部に、正面略U字状で 両側板の上部に鉄筋を受け入れて係止する切欠を設けた支持部材を設けて成り、 前記支持部材のU字状部の底側に下鉄筋を挿通し、該U字状両側板の切欠に前記 下鉄筋に交叉した上鉄筋を引掛け支持させて、前記支持杆の先端を支持部材の中 に進出させることにより両鉄筋を互いに圧接すると共に、台部材を回転させて支 持用具全体の長さを調節し、前記鉄筋をシ−ルドトンネル表面と二次覆工用の仮 枠の間の所定位置に保持するようにしたことを特徴とするものである。 The structure of the reinforcing bar supporting tool of the present invention made for the purpose of solving the above-mentioned problem is that a supporting rod is erected on a base member so that the length thereof can be adjusted, and the front end of the supporting rod is substantially U-shaped on both sides. A support member provided with a notch for receiving and locking the reinforcing bar is provided on the upper part of the plate, the lower reinforcing bar is inserted into the bottom side of the U-shaped part of the supporting member, and the U-shaped both side plates are provided with the above-mentioned notches. The upper rebar crossed with the lower rebar is hooked and supported, and the tip of the supporting rod is advanced into the support member so that both rebars are pressed against each other and the base member is rotated to lengthen the entire supporting tool. Is adjusted so that the rebar is held at a predetermined position between the surface of the shield tunnel and the temporary frame for the secondary lining.
【0006】 本考案では上記構成の支持具において、支持杆の先端部に鉄筋に当てがわれる 凹状の受座を設けることもある。According to the present invention, in the supporting tool having the above-mentioned structure, a concave receiving seat that is applied to the reinforcing bar may be provided at the tip of the supporting rod.
【0007】[0007]
本考案鉄筋支持用具は、台部材に長さ調節可能に立設した支持杆の先端部に正 面U字状で両側板に鉄筋を横方向に受け入れて係止する切欠を設けた支持部材を 取付けて構成したから、台部材を仮枠に定着して、前記支持部材の支持杆側に、 例えば、トンネルの長さ方向に配する鉄筋を挿通し、その上にトンネルの周方向 に配する鉄筋を切欠に係止させて配すると共に、支持杆の長さを調節して両鉄筋 を互いに圧接させるようにすれば、強固な鉄筋の骨組みを簡易に形成することが できる。 The reinforcing bar supporting tool of the present invention is a supporting member having a U-shaped front surface and a notch for laterally receiving and locking the reinforcing bar at both ends of a supporting rod vertically erected on the base member. Since it is configured to be attached, the base member is fixed to the temporary frame, and the reinforcing rod of the supporting member is inserted through, for example, the reinforcing bar to be arranged in the length direction of the tunnel, and is arranged in the circumferential direction of the tunnel. By arranging the reinforcing bars in engagement with the notches and adjusting the length of the supporting rods so that the reinforcing bars are pressed against each other, a strong skeleton of the reinforcing bars can be easily formed.
【0008】[0008]
次に、本考案の実施の一例を図により説明する。図1は本考案鉄筋支持用具を 用いて鉄筋を骨組みする状態の要部の正断面図、図2は同じく側断面図、図3は 図1のA−A矢視図、図4は鉄筋の骨組みを終了し二次コンクリ−トを打設して 仮枠を外した状態の正断面図である。 Next, an example of implementation of the present invention will be described with reference to the drawings. FIG. 1 is a front sectional view of a main part of a state in which a reinforcing bar is skeletonized using the reinforcing bar supporting tool of the present invention, FIG. 2 is a side sectional view of the same, FIG. 3 is a sectional view taken along the line AA of FIG. 1, and FIG. FIG. 6 is a front cross-sectional view showing a state in which the skeleton is completed, the secondary concrete is placed, and the temporary frame is removed.
【0009】 図において、1は台部材、2は該台部材1に長さ調節可能に立設した支持杆で あり、ここでは、台部材1に雌螺子1aを設け、支持杆2は前記雌螺子1aに螺合す るボルト杆で構成している。なお、1bは緩み止めナットである。3は支持杆2の 先端部に抜脱不能に、ここではネジ込みにより取付けた正面略U字状をなす支持 部材で、その両側板4,4の上半側に後述する鉄筋8を受け入れて係止する切欠 5を形成してある。6は前記切欠5の係止部である。尚、上記支持杆2の上端で あって支持部材3の内部側には、後述する鉄筋7に下側から当てがわれる凹状を なす受座2aが回転自在に取付けられている。また、上記における台部材1の材質 は合成樹脂,木,金属等、適宜のものでよい。In the figure, 1 is a base member, 2 is a support rod that is erected on the base member 1 so as to be adjustable in length. Here, a female screw 1a is provided on the base member 1, and the support rod 2 is the female rod. It is composed of a bolt rod that is screwed onto the screw 1a. Note that 1b is a lock nut. Reference numeral 3 denotes a support member which is fixed to the tip of the support rod 2 and which is attached by screwing in here and which has a substantially U-shaped front face. A notch 5 for locking is formed. Reference numeral 6 is a locking portion of the notch 5. At the upper end of the support rod 2 and on the inner side of the support member 3, there is rotatably mounted a recessed seat 2a that is applied to a reinforcing bar 7 described below from below. Further, the material of the base member 1 in the above may be an appropriate material such as synthetic resin, wood, or metal.
【0010】 上記のように構成される本考案鉄筋支持用具は、これを図1に例示するように 、シ−ルドトンネルTの各セグメントに設けた吊鉄筋により吊下支持されて配置 される下鉄金(水平筋)7と該鉄筋7に交叉した上鉄筋(ア−チ筋)8とに対し て、まず、下鉄筋7を支持部材3のU字状部に通し、該支持部材3の両側板4, 4に形成した切欠5を上鉄筋7に引掛け、台部材1を回転させて支持杆2を支持 部材3に対し回転することにより、当該支持杆2の先端に設けた受座2aを下鉄筋 7の下面に当接させ、クロスした両鉄筋7,8を、受座2aと切欠5の間で互いに 圧接状態で固定する。この固定の後、支持杆2に対して台部材1を逆転させて、 鉄筋7,8から台部材1の底面までの所定距離に調節し、緩み込めナット1bを締 めて本考案支持用具を前記鉄筋7,8に吊下した状態で保持させておく。この状 態で仮枠Kをジャッキアップ等の手段によりセットすることにより、本考案支持 用具がクロスした鉄筋7,8を、シ−ルドトンネルTのセグメントと仮枠Kの間 の所定位置に保持することになる。As shown in FIG. 1, the reinforcing bar supporting tool of the present invention constructed as described above is arranged so as to be suspended and supported by the suspending bar provided in each segment of the shield tunnel T. With respect to the iron metal (horizontal bar) 7 and the upper reinforcing bar (arch bar) 8 intersecting with the reinforcing bar 7, first, the lower reinforcing bar 7 is passed through the U-shaped portion of the supporting member 3 to The notch 5 formed on both side plates 4 and 4 is hooked on the upper rebar 7, and the base member 1 is rotated to rotate the support rod 2 with respect to the support member 3, thereby providing a seat provided at the tip of the support rod 2. 2a is brought into contact with the lower surface of the lower rebar 7, and the two crossed rebars 7 and 8 are fixed in pressure contact with each other between the seat 2a and the notch 5. After this fixing, the base member 1 is reversed with respect to the support rod 2 to adjust to a predetermined distance from the reinforcing bars 7 and 8 to the bottom surface of the base member 1, and the loosening nut 1b is tightened to fix the support tool of the present invention. The steel bars 7 and 8 are held in a suspended state. In this state, by setting the temporary frame K by means such as jacking up, the reinforcing bars 7 and 8 crossed by the supporting tool of the present invention are held at a predetermined position between the segment of the shield tunnel T and the temporary frame K. Will be done.
【0011】 従って、本考案鉄筋支持用具は、シ−ルドトンネルTの二次覆工のために配備 されるクロスした鉄筋7,8を、トンネルTと仮枠Kとの間の所定位置に強固に 支持することができるから、図1,図2に示す状態で二次コンクリ−トCを打ち 込んでも鉄筋7,8が打設コンクリ−トの重量等でズレたりすることはなく、図 4に示す鉄筋で補強された二次覆工が形成される。Therefore, in the reinforcing bar supporting tool of the present invention, the crossed reinforcing bars 7 and 8 arranged for the secondary lining of the shield tunnel T are firmly fixed at a predetermined position between the tunnel T and the temporary frame K. Therefore, even if the secondary concrete C is driven in the state shown in FIGS. 1 and 2, the reinforcing bars 7 and 8 are not displaced due to the weight of the driving concrete, etc. A secondary lining reinforced with reinforcing bars shown in Fig. 3 is formed.
【0012】[0012]
本考案は上述のとおりであって、本考案鉄筋支持用具を用いれば、シ−ルドト ンネルの二次覆工に必要な鉄筋骨組みを容易かつ強固に所定位置に保持すること ができるので、極めて良好な二次覆工を施すことができる。また、本考案鉄筋支 持用具は、その構成が簡潔で容易且つ低廉に作製提供できる。 The present invention is as described above, and by using the reinforcing bar supporting tool of the present invention, the reinforcing bar frame necessary for the secondary lining of the shield tunnel can be easily and firmly held in place, which is extremely good. A secondary lining can be applied. Further, the reinforcing bar supporting tool of the present invention has a simple structure and can be manufactured and provided at low cost.
【図1】本考案鉄筋支持用具を用いて鉄筋を骨組みする
状態の要部の正断面図。FIG. 1 is a front cross-sectional view of a main part of a state in which a reinforcing bar is framed using a reinforcing bar supporting tool of the present invention.
【図2】本考案鉄筋支持用具を用いて鉄筋を骨組みする
状態の要部の側断面図。FIG. 2 is a side cross-sectional view of a main part of a state in which a reinforcing bar is framed using the reinforcing bar supporting tool of the present invention.
【図3】図1のA−A矢視図。FIG. 3 is a view on arrow AA of FIG.
【図4】本考案鉄筋支持用具を用いて鉄筋の骨組みを終
了し二次コンクリ−トを打設した状態の正断面図。FIG. 4 is a front cross-sectional view of a state where the frame of the reinforcing bar is completed and the secondary concrete is placed using the reinforcing bar supporting tool of the present invention.
1 台部材 1a 雌螺子 1b 緩み止めナット 2 支持杆 2a 受座 3 支持部材 4 支持部材の側板 5 切欠 6 係止部 7,8 鉄筋 1 member 1a female screw 1b lock nut 2 support rod 2a seat 3 support member 4 side plate of support member 5 notch 6 locking part 7,8 rebar
───────────────────────────────────────────────────── フロントページの続き (72)考案者 竹 内 伸 二 大阪府大阪市鶴見区今津北三丁目4番27号 株式会社国元商会内 (72)考案者 下 田 敏 雄 兵庫県尼崎市南塚口町三丁目12番1号 株 式会社イズミ内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Shinji Takeuchi Inventor Shinji Takezuuchi 3-4-2 Imazu Kita 3-chome, Tsurumi Ward, Osaka City, Osaka Prefecture (72) Inventor Toshio Shimoda Minamitsukaguchi, Amagasaki City, Hyogo Prefecture 3-12-1, Machi In the stock company Izumi
Claims (2)
し、該支持杆の先端部に、正面略U字状で両側板の上部
に鉄筋を受け入れて係止する切欠を設けた支持部材を設
けて成り、前記支持部材のU字状部の底側に下鉄筋を挿
通し、該U字状両側板の切欠に前記下鉄筋に交叉した上
鉄筋を引掛け支持させて、前記支持杆の先端を支持部材
の中に進出させることにより両鉄筋を互いに圧接すると
共に、台部材を回転させて支持用具全体の長さを調節
し、前記鉄筋をシ−ルドトンネル表面と二次覆工用の仮
枠の間の所定位置に保持するようにしたことを特徴とす
るシ−ルドトンネルの二次覆工用鉄筋支持用具。1. A support rod is erected on the base member so that its length can be adjusted, and a notch for receiving and locking a reinforcing bar is provided at an upper end of both side plates in a front end of the support rod in a substantially U-shape. A supporting member is provided, the lower reinforcing bar is inserted into the bottom side of the U-shaped portion of the supporting member, and the upper reinforcing bar crossing the lower reinforcing bar is hooked and supported by the notches of the U-shaped both side plates. By advancing the tip of the support rod into the support member, both rebars are pressed into contact with each other, and the base member is rotated to adjust the length of the entire support tool, and the rebar is covered with the shield tunnel surface and the secondary cover. A rebar supporting tool for secondary lining of a shield tunnel, characterized in that it is held at a predetermined position between temporary frames for construction.
れる凹状の受座を設けた請求項1のシ−ルドトンネルの
二次覆工用鉄筋支持用具。2. The rebar supporting tool for the secondary lining of a shield tunnel according to claim 1, wherein a concave receiving seat which is applied to the rebar from below is provided at the tip of the supporting rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1995005743U JP3021945U (en) | 1995-05-19 | 1995-05-19 | Reinforcing bar support tool for secondary lining of shield tunnel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1995005743U JP3021945U (en) | 1995-05-19 | 1995-05-19 | Reinforcing bar support tool for secondary lining of shield tunnel |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3021945U true JP3021945U (en) | 1996-03-12 |
Family
ID=43157267
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1995005743U Expired - Lifetime JP3021945U (en) | 1995-05-19 | 1995-05-19 | Reinforcing bar support tool for secondary lining of shield tunnel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3021945U (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61282537A (en) * | 1985-06-05 | 1986-12-12 | 石原機械工業株式会社 | Bundling jig for rod material |
JPH0754597A (en) * | 1993-08-10 | 1995-02-28 | Katoutoku Shoji Kk | Anchor bolt mounting fixture and its fixing method |
-
1995
- 1995-05-19 JP JP1995005743U patent/JP3021945U/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61282537A (en) * | 1985-06-05 | 1986-12-12 | 石原機械工業株式会社 | Bundling jig for rod material |
JPH0754597A (en) * | 1993-08-10 | 1995-02-28 | Katoutoku Shoji Kk | Anchor bolt mounting fixture and its fixing method |
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