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JP5700401B2 - Rail system for inner formwork - Google Patents
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JP5700401B2 - Rail system for inner formwork - Google Patents

Rail system for inner formwork Download PDF

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JP5700401B2
JP5700401B2 JP2010203238A JP2010203238A JP5700401B2 JP 5700401 B2 JP5700401 B2 JP 5700401B2 JP 2010203238 A JP2010203238 A JP 2010203238A JP 2010203238 A JP2010203238 A JP 2010203238A JP 5700401 B2 JP5700401 B2 JP 5700401B2
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inner mold
mold
attachment
rail
mounting
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JP2012057403A (en
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晃 木村
晃 木村
河越 勝
勝 河越
啓三 千代
啓三 千代
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Kumagai Gumi Co Ltd
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Kumagai Gumi Co Ltd
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Description

この発明は、内型枠の筒の中心軸に沿って台車を移動させる際の台車の走行路を形成する内型枠のレールと、このレールを内型枠に対して着脱可能にする手段とを備えた内型枠のレール装置に関する。   The present invention relates to a rail of an inner mold that forms a travel path of the carriage when the carriage is moved along the central axis of the cylinder of the inner mold, and means for making the rail detachable from the inner mold The present invention relates to a rail device of an inner formwork provided with

従来、シールド掘削機で地山を掘削して掘進するとともに、シールド掘削機の後部(坑口側)において掘削孔により形成されたトンネル空洞部の内周面とトンネル空洞部の内周面に沿って設置される内型枠との間に未固結(流動状)のコンクリート(以下、生コンクリートと呼ぶ)を流し込んで覆工部としての覆工コンクリートを構築する場所打ちライニング工法(以下、ECL工法と呼ぶ)が知られている(例えば、特許文献1参照)。
ECL工法においては、弧状の型枠ピースをトンネル空洞部の内周面に沿って内周面を1周するように複数設置して円形リング状の内型枠を形成し、この円形リング状の内型枠を掘削進行方向に向けて順次接合していって掘削進行方向に延長する筒状の内型枠を組み立てる。
Conventionally, excavated by excavating natural ground with a shield excavator, along the inner peripheral surface of the tunnel cavity portion and the inner peripheral surface of the tunnel cavity portion formed by the excavation hole in the rear portion (wellhead side) of the shield excavator Cast-in-place lining method (hereinafter referred to as ECL method) in which unconsolidated (fluid) concrete (hereinafter referred to as ready-mixed concrete) is poured into the installed inner form to construct lining concrete as the lining portion. (Refer to Patent Document 1, for example).
In the ECL method, a plurality of arc-shaped formwork pieces are installed so as to make one round of the inner peripheral surface along the inner peripheral surface of the tunnel cavity, thereby forming a circular ring-shaped inner mold frame. A cylindrical inner mold is formed by sequentially joining the inner molds in the direction of excavation and extending in the direction of excavation.

内型枠は複数個の型枠ピースにより形成される。図23;24;25に示すように、円形リング状の内型枠30を形成する複数の個々の型枠ピース40は、地山20を掘削した掘削孔により形成されたトンネル空洞部21の内周面33に沿って内周面33と間隔を隔てて対向するように設置される弧状の型枠面34と、トンネル空洞部21の内周面33の周方向において隣接するように設置される型枠ピース40;40同士を繋ぐためのピース継手面47aが形成された一対のピース継手板45;45と、トンネル空洞部21の内周面33の掘削進行方向Aにおいて隣接するように設置される型枠ピース40;40同士を繋ぐためのリング継手面47bが形成された一対のリング継手板46;46と、一対のピース継手板45;45同士を連結する複数の第1の連結補強板45a;45a(以下、中主桁という)、一対のリング継手板46;46同士を連結する複数の第2の連結補強板46a;46a(以下、中副桁という)と、を備える。複数の中主桁45a;45a及び複数の中副桁46a;46aは格子の桟状に設けられる。型枠面34より型枠面34の弧の中心方向に延長するピース継手板45、中主桁45a、リング継手板46、中副桁46aの各先端縁面で繋がれた格子状のピース内面が、型枠面34と平行な弧状面に形成される。
ピース継手板45には、トンネル空洞部21の内周面33の周方向において互いに隣接するピース継手面47a同士が図外のボルト及びナットによる締結によって密接状態に結合されるように、ピース継手板45を貫通してボルトを通すためのボルト通し孔43aが形成される。同様に、リング継手板46には、トンネル空洞部21の内周面33の掘削進行方向Aにおいて隣接するリング継手面47b同士がボルト及びナットによる締結によって密接状態に結合されるように、リング継手板46を貫通してボルトを通すためのボルト通し孔43bが形成される。
従って、トンネル空洞部21の内周面33の周方向において互いに隣接して設置される型枠ピース40のピース継手面47a同士を接触させた状態でボルト通し孔43aに図外のボルトを挿入し、ボルトの先端からナットを締結していくことで、ピース継手面47a同士が密接状態に結合される。また、トンネル空洞部21の内周面33のトンネル掘削進行方向において互いに隣接して設置される型枠ピース40のリング継手面47b同士を接触させた状態でボルト通し孔43bに図外のボルトを挿入し、ボルトの先端からナットを締結していくことで、リング継手面47b同士が密接状態に結合される。
The inner mold is formed by a plurality of mold pieces. As shown in FIGS. 23; 24; 25, a plurality of individual mold pieces 40 forming a circular ring-shaped inner mold 30 are formed in the tunnel cavity 21 formed by the excavation holes excavating the natural ground 20. The arcuate formwork surface 34 installed so as to face the inner peripheral surface 33 with a space along the peripheral surface 33 and the inner peripheral surface 33 of the tunnel cavity 21 are adjacent to each other in the circumferential direction. The pair of piece joint plates 45; 45 formed with piece joint surfaces 47a for connecting the mold pieces 40; 40 to each other, and the inner peripheral surface 33 of the tunnel cavity 21 are adjacent to each other in the excavation progress direction A. A pair of ring joint plates 46; 46 formed with a ring joint surface 47b for connecting the two pieces 40; and a pair of piece joint plates 45; a plurality of first connection reinforcing plates for connecting the 45 pieces together. 45a; 45a ( Comprising 46a (hereinafter, the inside of the sub-digit), a; lower, Chunushi called digits), a pair of ring joint plate 46; a plurality of second connection reinforcing plate 46a for coupling to each other 46. The plurality of middle main girders 45a; 45a and the plurality of middle sub-girder 46a; A lattice-shaped piece inner surface connected by the tip end surfaces of the piece joint plate 45, the middle main girder 45a, the ring joint plate 46, and the middle sub-girder 46a extending from the mold surface 34 toward the center of the arc of the mold surface 34. Is formed in an arcuate surface parallel to the formwork surface 34.
The piece joint plate 45 is connected to the piece joint plate 45 so that the piece joint surfaces 47a adjacent to each other in the circumferential direction of the inner peripheral surface 33 of the tunnel cavity 21 are closely coupled by fastening with bolts and nuts not shown. Bolt through holes 43a for passing the bolts through 45 are formed. Similarly, the ring joint plate 46 is connected so that the ring joint surfaces 47b adjacent to each other in the excavation progress direction A of the inner peripheral surface 33 of the tunnel cavity 21 are tightly coupled by fastening with bolts and nuts. Bolt through holes 43b are formed through the plate 46 for passing the bolts.
Accordingly, a bolt (not shown) is inserted into the bolt through hole 43a in a state where the piece joint surfaces 47a of the mold pieces 40 installed adjacent to each other in the circumferential direction of the inner peripheral surface 33 of the tunnel cavity 21 are in contact with each other. By tightening the nut from the tip of the bolt, the piece joint surfaces 47a are coupled in a close state. Further, a bolt (not shown) is inserted into the bolt through hole 43b in a state where the ring joint surfaces 47b of the formwork pieces 40 installed adjacent to each other in the tunnel excavation traveling direction of the inner peripheral surface 33 of the tunnel cavity portion 21 are in contact with each other. By inserting and fastening the nut from the tip of the bolt, the ring joint surfaces 47b are coupled in close contact with each other.

図24;25に示すように、複数個の型枠ピース40がトンネル空洞部21の内周面33に沿って1周するように設置されて形成される円形リング状の内型枠30を1リングと呼ぶ。つまり、1リングを形成するには、複数個の型枠ピース40を、トンネル空洞部21の内周面33との間に覆工部の厚さ分の間隔dを隔ててトンネル空洞部21の内周面33に沿って内周面33を1周するように設置していく。この場合、ピース継手面47a同士が密接状態に結合されるように、図外のエレクターと呼ばれるような内型枠組立装置によって1リング分の内型枠30を組み立てていく。そして、掘削が進んだ後、掘削進行方向Aに向けてさらに1リング分の内型枠30を組み立てていく。この場合、型枠ピース40が、トンネル空洞部21の内周面33の周方向においてピース継手面47a同士が密接状態に結合されるように、かつ、トンネル空洞部21の内周面33の掘削進行方向Aにおいて1つ前に組み立てた1リングのリング継手面47bと今回組み立てる1リングを形成する型枠ピース40のリング継手面47bとが密接状態に結合されるように内型枠組立装置によって1リング分の内型枠30を組み立てていく。   As shown in FIGS. 24 and 25, a circular ring-shaped inner mold 30 formed by installing a plurality of mold pieces 40 so as to make one round along the inner peripheral surface 33 of the tunnel cavity 21 is shown in FIG. Called a ring. That is, in order to form one ring, the plurality of mold pieces 40 are separated from the inner peripheral surface 33 of the tunnel cavity portion 21 by an interval d corresponding to the thickness of the lining portion. The inner circumferential surface 33 is installed so as to make one round along the inner circumferential surface 33. In this case, the inner mold 30 for one ring is assembled by an inner mold assembling apparatus called an erector (not shown) so that the piece joint surfaces 47a are closely coupled. After the excavation progresses, the inner mold 30 for one ring is further assembled in the excavation progress direction A. In this case, the mold piece 40 is excavated so that the piece joint surfaces 47a are in close contact with each other in the circumferential direction of the inner peripheral surface 33 of the tunnel cavity 21 and the inner peripheral surface 33 of the tunnel cavity 21 is excavated. By the inner mold assembly apparatus, the ring joint surface 47b of the first ring assembled in the advancing direction A and the ring joint surface 47b of the mold piece 40 forming the one ring assembled this time are closely coupled to each other. The inner mold 30 for one ring is assembled.

図25に示すように、シールド掘削機22は、前端に回転切削部23を有し、回転切削部23の後部には後方に延長する円筒状のテールプレート24を備える。テールプレート24の内側には複数の推進ジャッキ25とプレスジャッキ26と妻型枠27とが設けられる。妻型枠27は、プレスジャッキ26の後端に取付けられてテールプレート24の内周面に沿って前後に移動可能なように円形リング状に形成されたプレス型枠である。つまり、妻型枠27は、テールプレート24の内周面24aと内型枠30の型枠面34との間を塞いだ状態でプレスジャッキ26の伸縮で前後に移動可能な円形リング状の型枠板であり、内型枠の外周面とトンネル空洞部の内周面と覆工コンクリート28の前端面との間に設ける充填用空間に生コンクリートを打設するための図外の打設孔を備え、充填用空間に打設された生コンクリート29を加圧するものである。   As shown in FIG. 25, the shield excavator 22 has a rotary cutting portion 23 at the front end, and a cylindrical tail plate 24 that extends rearward at the rear portion of the rotary cutting portion 23. Inside the tail plate 24, a plurality of propulsion jacks 25, a press jack 26, and a wife form frame 27 are provided. The end frame 27 is a press frame that is attached to the rear end of the press jack 26 and is formed in a circular ring shape so as to be movable back and forth along the inner peripheral surface of the tail plate 24. That is, the end frame 27 is a circular ring-shaped mold that can move back and forth by the expansion and contraction of the press jack 26 in a state where the space between the inner peripheral surface 24a of the tail plate 24 and the mold surface 34 of the inner mold 30 is closed. A non-illustrated placement hole for placing ready-mixed concrete in a filling space provided between the outer peripheral surface of the inner mold, the inner peripheral surface of the tunnel cavity, and the front end surface of the lining concrete 28. And pressurizing the ready-mixed concrete 29 placed in the filling space.

尚、掘削開始時においては、坑口側に設けた図外の反力受けを用いてシールド掘削機22を推進させ、シールド掘削機22の後方に例えば複数個のリング分の内型枠30からなる円形筒状の内型枠31を組立てた後、この内型枠31の前端面とトンネル空洞部21の内周面との間を妻型枠27で塞ぐとともにこの内型枠31の後端面とトンネル空洞部21の内周面との間を図外の塞板で塞いだ後、妻型枠27の打設孔を介して当該内型枠31の外周面とトンネル空洞部21の内周面との間に生コンクリートを流し込んで覆工コンクリート28を形成することにより、内型枠31と覆工コンクリート28との付着力(摩擦力)によってシールド掘削機22の推進反力を得ることができるようにする。その後、図25のように、円形筒状の内型枠31の前端面に1リング分の内型枠30を構築した後に妻型枠27の打設孔を介してこの1リング分の内型枠30の外周面とトンネル空洞部21の内周面と覆工コンクリート28の前端面との間の充填用空間に生コンクリート29を連続的に流し込んで覆工コンクリート28を形成する作業を繰り返していく。   At the start of excavation, the shield excavator 22 is propelled using a reaction force receiver (not shown) provided on the wellhead side, and the inner excavator 30 is composed of, for example, a plurality of rings behind the shield excavator 22. After assembling the circular cylindrical inner mold 31, the gap between the front end surface of the inner mold 31 and the inner peripheral surface of the tunnel cavity 21 is closed with a wife mold 27, and the rear end surface of the inner mold 31 After the space between the inner peripheral surface of the tunnel cavity portion 21 is closed with a non-illustrated sealing plate, the outer peripheral surface of the inner mold frame 31 and the inner peripheral surface of the tunnel cavity portion 21 are inserted through the casting holes of the end mold frame 27. In order to form the lining concrete 28 by pouring the ready-mixed concrete between them, the reaction force of the shield excavator 22 can be obtained by the adhesive force (frictional force) between the inner mold 31 and the lining concrete 28. Like that. Thereafter, as shown in FIG. 25, after the inner mold 30 for one ring is constructed on the front end face of the circular cylindrical inner mold 31, the inner mold for this one ring is inserted through the casting hole of the wife mold 27. By repeating the operation of continuously pouring the ready-mixed concrete 29 into the filling space between the outer peripheral surface of the frame 30, the inner peripheral surface of the tunnel cavity 21 and the front end surface of the lining concrete 28 to form the lining concrete 28. Go.

型枠ピース40は、所定数のリング分の内型枠(即ち、掘削進行方向Aに延長する筒状の内型枠)を形成できる数分だけ用いられ、所定数のリング分の円形筒状の内型枠31を設置した後は、当該内型枠31の坑口側である掘削進行方向後部に位置する1リング分の型枠ピース40を内型枠脱型装置により解体して取り外した後に、シールド掘削機22を進行させ、取り外した1リング分の型枠ピース40を内型枠31の掘削進行方向先頭位置に盛り替えて使う。
即ち、所定数のリング分の内型枠を設置した後は、掘削が進む毎に、型枠ピース40を後方(坑口側)から前方(切羽側)に盛り替えて繰り返して使用して内型枠31の掘削進行方向先頭位置に1リングを組み立てていく。
つまり、掘削が進む毎に後方の1リングを構成する型枠ピース40を内型枠脱型装置により脱型して後方の1リングを解体し、脱型した型枠ピース40をホイストと呼ばれるようなピース搬送手段41(図25;図26参照)により前方に移動する。そして、内型枠組立装置が内型枠31の前端面に新しい1リングを組み立てる。このような作業を繰り返すことにより、掘削進行方向Aに延長する筒状の内型枠31が、シールド掘削機22の進行に伴って1リング分ずつ進行方向に移設されることになる。
The mold piece 40 is used in a number that can form an inner mold frame for a predetermined number of rings (that is, a cylindrical inner mold frame extending in the excavation traveling direction A), and a circular cylinder shape for a predetermined number of rings. After the inner mold 31 is installed, the mold piece 40 for one ring located at the rear portion in the excavation traveling direction on the wellhead side of the inner mold 31 is disassembled and removed by the inner mold removing device. Then, the shield excavator 22 is advanced, and the removed mold piece 40 for one ring is used after being replaced with the leading position of the inner mold 31 in the excavation direction.
In other words, after installing a predetermined number of inner molds for the ring, each time excavation progresses, the mold piece 40 is rearranged from the rear side (wellhead side) to the front side (face side) and repeatedly used. One ring is assembled at the head position of the frame 31 in the direction of excavation.
That is, every time excavation progresses, the mold piece 40 constituting the rear one ring is removed by the inner mold removal device, the rear one ring is disassembled, and the removed mold piece 40 is called a hoist. It is moved forward by a simple piece conveying means 41 (see FIG. 25; FIG. 26). Then, the inner mold assembly apparatus assembles a new ring on the front end surface of the inner mold 31. By repeating such operations, the cylindrical inner mold 31 extending in the excavation traveling direction A is moved in the traveling direction by one ring as the shield excavator 22 proceeds.

図24に示すように、1リング分の内型枠30を形成する複数個の型枠ピース40のうちの少なくとも1つの型枠ピースは、脱型用の型枠ピース39に形成される。K型枠ピースと呼ばれる脱型用の型枠ピース39は、トンネル空洞部21の内周面33に近い方に位置して型枠面34となる当該型枠面34側のトンネル空洞部21の周方向の幅寸法bが、型枠面34の反対側の面39b(トンネル空洞部21の中心2Cに近い方に位置した面)のトンネル空洞部21の周方向の幅寸法aよりも小さい。また、脱型用の型枠ピース39の周方向の両隣に設置される型枠ピースも専用の型枠ピース38が用いられる。1リング分の内型枠30を形成する型枠ピースのうち脱型用の型枠ピース39と専用の型枠ピース38とを除くA型枠ピースと呼ばれる型枠ピース40は、トンネル空洞部21の内周面33に近い方に位置して型枠面34となる当該型枠面34側のトンネル空洞部21の周方向の幅寸法bが、型枠面34の反対側の面39bのトンネル空洞部21の周方向の幅寸法aよりも大きい。そして、1リングを組み立てるときは、脱型用の型枠ピース39を最後に取付け、1リングを解体する場合は、脱型用の型枠ピース39から取り外す。つまり、A型枠ピースと呼ばれる型枠ピース40だけを用いて1リングを組み立てようとしても、最後の型枠ピース40をトンネル空洞部21の中心2C側からトンネル空洞部21の内周面33の方向に向けて(つまり、トンネル空洞部21の断面円の径方向に向けて)組み付けることは不可能であるので、最後に組み付けて最初に取り外す型枠ピースとしてK型枠ピースと呼ばれる脱型用の型枠ピース39を用いる。   As shown in FIG. 24, at least one mold piece among a plurality of mold pieces 40 forming the inner mold 30 for one ring is formed on a mold piece 39 for demolding. A demolding mold piece 39 called a K mold piece is positioned nearer to the inner peripheral surface 33 of the tunnel cavity 21 and forms a mold surface 34 on the side of the tunnel cavity 21 on the mold surface 34 side. The width dimension b in the circumferential direction is smaller than the width dimension a in the circumferential direction of the tunnel cavity portion 21 on the surface 39b on the opposite side of the mold surface 34 (the surface located closer to the center 2C of the tunnel cavity portion 21). In addition, a dedicated formwork piece 38 is also used as the formwork piece installed on both sides in the circumferential direction of the formwork piece 39 for demolding. A form piece 40 called an A form piece excluding a form piece 39 for demolding and a form piece 38 for exclusive use among the form pieces forming the inner form 30 for one ring is formed in the tunnel cavity 21. The width dimension b in the circumferential direction of the tunnel cavity portion 21 on the mold surface 34 side that is located closer to the inner peripheral surface 33 of the mold frame surface 34 is the tunnel of the surface 39 b on the opposite side of the mold surface 34. It is larger than the width dimension a in the circumferential direction of the cavity 21. And when assembling one ring, the mold piece 39 for mold removal is attached lastly, and when disassembling one ring, it removes from the mold piece 39 for mold removal. That is, even if one ring is assembled using only the formwork piece 40 called A formwork piece, the last formwork piece 40 is moved from the center 2C side of the tunnel cavity 21 to the inner peripheral surface 33 of the tunnel cavity 21. Since it is impossible to assemble it toward the direction (that is, toward the radial direction of the cross-sectional circle of the tunnel cavity 21), the mold piece that is assembled last and removed first is called a K-shaped frame piece. The formwork piece 39 is used.

図24;図25;図26に示すように、内型枠31の内面には、コンクリート打設装置、内型枠脱型装置、型枠ピース搬送手段41などを搭載した台車44の走行路となるレール42が固定されている(例えば、特許文献2参照)。即ち、トンネル空洞部21内において掘削進行方向Aに延長するように構築される円筒状の内型枠31を形成する複数の型枠ピース40のうち、円筒状の内型枠31の円筒断面(筒の中心軸と直交する断面)である内壁周面31aの最下点31uと最左点31Lとの間に配置される型枠ピース40の内壁部40uには左のレール42Lが固定され、円筒状の内型枠31における内壁周面31aの最下点31uと最右点31Rとの間に配置される型枠ピース40の内壁部40uには右のレール42Rが固定されている。
左右一対のレール42L;42Rは、円筒状の内型枠31の最下点31uから周方向の左右に同じ距離だけ離れた位置にそれぞれ設置される。左;右のレール42L;42R間の間隔は、台車44の左右の車輪44a;44b間の間隔に応じて決められる。
24; FIG. 25; As shown in FIG. 26, on the inner surface of the inner mold 31, there is a traveling path of a carriage 44 on which a concrete placing device, an inner mold removing device, a mold piece conveying means 41 and the like are mounted. The rail 42 is fixed (see, for example, Patent Document 2). That is, of the plurality of mold pieces 40 that form the cylindrical inner mold 31 constructed so as to extend in the excavation traveling direction A in the tunnel cavity 21, the cylindrical cross section of the cylindrical inner mold 31 ( The left rail 42L is fixed to the inner wall portion 40u of the mold piece 40 disposed between the lowermost point 31u and the leftmost point 31L of the inner wall peripheral surface 31a, which is a cross section orthogonal to the central axis of the cylinder) A right rail 42R is fixed to the inner wall portion 40u of the mold piece 40 arranged between the lowermost point 31u and the rightmost point 31R of the inner wall peripheral surface 31a of the cylindrical inner mold 31.
The pair of left and right rails 42L and 42R are respectively installed at positions separated from the lowest point 31u of the cylindrical inner mold 31 by the same distance on the left and right in the circumferential direction. The distance between the left and right rails 42L and 42R is determined according to the distance between the left and right wheels 44a and 44b of the carriage 44.

特開2005−188099号公報JP 2005-188099 A 特開平1−187300号公報JP-A-1-187300

従来、上述したように、掘削が進む毎に後方の1リングを構成する型枠ピース40を内型枠脱型装置により脱型して後方の1リングを解体し、脱型した型枠ピース40を型枠ピース搬送手段41により前方に移動して、円筒状の内型枠31の内側底面に積み重ねるようにして設置するが、図23;図24に示すように、レール42が内面に固定された型枠ピース40を積み重ねた場合、レール42が位置する部分の積み重ね高さが高くなる。つまり、内型枠31の内側底面からの型枠ピース40の積み重ね高さが不均等になってしまう。この場合、型枠ピース40を型枠ピース搬送手段41で後方から前方に搬送しようとすると、レール42により積み重ね高さの高くなった部分と搬送しようとする型枠ピース40とが衝突して型枠ピース40を前方に搬送できないことが生じる(図25;図26参照)。この場合、レール42が内面に固定された型枠ピース40の積み重ねを無くす作業が必要になり、施工性を悪化させる。
本発明は、内型枠の内側底面に、レールの無い型枠ピースを積み重ねることができるようにして、型枠ピースの積み重ね高さを均等にできるようにすることで、上述した課題を解消することを目的とする。
Conventionally, as described above, every time excavation progresses, the mold piece 40 constituting the rear one ring is removed by the inner mold removal apparatus, the rear one ring is disassembled, and the mold piece 40 is removed from the mold. Is moved forward by the mold piece conveying means 41 and stacked on the inner bottom surface of the cylindrical inner mold 31. As shown in FIGS. 23 and 24, the rail 42 is fixed to the inner surface. When the formwork pieces 40 are stacked, the stacking height of the portion where the rails 42 are located increases. That is, the stacking height of the mold piece 40 from the inner bottom surface of the inner mold 31 becomes uneven. In this case, if the mold piece 40 is to be conveyed from the rear to the front by the mold piece conveying means 41, the portion having a higher stacking height due to the rail 42 and the mold piece 40 to be conveyed collide with each other. The frame piece 40 may not be transported forward (see FIG. 25; FIG. 26). In this case, it becomes necessary to eliminate the stacking of the formwork pieces 40 with the rails 42 fixed to the inner surface, thereby deteriorating the workability.
The present invention eliminates the above-mentioned problems by allowing the formwork pieces without rails to be stacked on the inner bottom surface of the inner formwork so that the stacking height of the formwork pieces can be made uniform. For the purpose.

本発明に係る内型枠のレール装置は、地山を掘削した掘削孔により形成されたトンネル空洞部の内周面に沿って設置されてトンネル空洞部の内周面との間に覆工部を形成するための筒状の内型枠の内側に取付けられて内型枠の筒の中心軸に沿って延長し内型枠の筒の中心軸に沿って台車を移動させる際の台車の走行路を形成する内型枠のレールと、内型枠の内壁面に設けられた取付部と、当該取付部にレールを着脱可能に取付けるための取付手段とを備え、取付部が、内型枠の内壁面に設けられた取付板と、取付板に形成された取付孔とにより構成され、取付手段が、取付孔に挿通される係合部と、取付孔に挿通された係合部が取付孔より外れないよう係止する係止手段とを備えたので、内型枠の内側底面に、レールの無い型枠ピースを積み重ねることができるようになり、型枠ピースの積み重ね高さを均等にできるので、従来のように、レールにより積み重ね高さの高くなった部分と搬送しようとする型枠ピースとが衝突して型枠ピースを前方に搬送できないという事態を防止できるとともに、レールが取付部に対して着脱可能に構成され、かつ、レールを取付部に対して確実に固定できるようになる。
本発明に係る別の内型枠のレール装置は、地山を掘削した掘削孔により形成されたトンネル空洞部の内周面に沿って設置されてトンネル空洞部の内周面との間に覆工部を形成するための筒状の内型枠の内側に取付けられて内型枠の筒の中心軸に沿って延長し内型枠の筒の中心軸に沿って台車を移動させる際の台車の走行路を形成する内型枠のレールと、内型枠の内壁面に設けられた取付部と、当該取付部にレールを着脱可能に取付けるための取付手段とを備え、取付部が、内型枠の内壁面に設けられた取付板と、取付板に形成された取付孔とにより構成され、取付手段がジャッキを備え、ジャッキは、ピストンシリンダーの一端側に設けられた一端側係合部と、ピストンシリンダーの他端より突出するピストンの先端側に設けられた他端側係合部とを備え、一端側係合部は、互いに向かい合う一対の取付板にそれぞれ形成された一対の取付孔のうちの一方の取付孔の径よりも大径に形成されて軸端面が取付板の板面に接触する一端側大径軸部と、一端側大径軸部の軸端面より突出して一方の取付孔に挿通される一端側小径軸部とを備え、他端側係合部は、一対の取付孔のうちの他方の取付孔の径よりも大径に形成されて軸端面が取付板の板面に接触する他端側大径軸部と、他端側大径軸部の軸端面より突出して他方の取付孔に挿通される他端側小径軸部とを備えたので、内型枠の内側底面に、レールの無い型枠ピースを積み重ねることができるようになり、型枠ピースの積み重ね高さを均等にできるので、従来のように、レールにより積み重ね高さの高くなった部分と搬送しようとする型枠ピースとが衝突して型枠ピースを前方に搬送できないという事態を防止できるとともに、レールが取付部に対して着脱可能に構成され、かつ、レールを取付部に強固かつ安定に取付けることができるようになり、さらに、止ねじの締結作業を不要とできるので、作業の容易化が図れる。
本発明に係るさらに別の内型枠のレール装置は、地山を掘削した掘削孔により形成されたトンネル空洞部の内周面に沿って設置されてトンネル空洞部の内周面との間に覆工部を形成するための筒状の内型枠の内側に取付けられて内型枠の筒の中心軸に沿って延長し内型枠の筒の中心軸に沿って台車を移動させる際の台車の走行路を形成する内型枠のレールと、内型枠の内壁面に設けられた取付部と、当該取付部にレールを着脱可能に取付けるための取付手段とを備え、取付部が、内型枠の内壁面に設けられた取付板と、取付板に形成された取付孔とにより構成され、取付手段が、互いに向かい合う一対の取付板にそれぞれ形成された一対の取付孔のうちの一方の取付孔に挿通される係合部と、当該一対の取付孔のうちの他方の取付孔に挿通されて他方の取付孔に係合する如く進退可能なピストンを有したジャッキと、一方の取付孔に挿通された係合部が一方の取付孔より外れないよう係止する係止手段とを備えたので、内型枠の内側底面に、レールの無い型枠ピースを積み重ねることができるようになり、型枠ピースの積み重ね高さを均等にできるので、従来のように、レールにより積み重ね高さの高くなった部分と搬送しようとする型枠ピースとが衝突して型枠ピースを前方に搬送できないという事態を防止できるとともに、レールが取付部に対して着脱可能に構成され、かつ、レールを取付部に強固かつ安定に取付けることができるようになる。
状の内型枠は、弧状の型枠ピースをトンネル空洞部の内周面に沿って内周面を1周するように複数設置してリング状の内型枠を形成し、このリング状の内型枠を掘削進行方向に向けて順次設けて掘削進行方向に延長する筒状に組み立てられる内型枠であって、複数のリング状の内型枠として、リングの中心軸と交差する平面により形成されるリングの両端面が互いに平行でないものを用い、当該リング状の内型枠の端面同士を突き合わせて接合していくことによって、筒の中心軸が直線状に延長する筒状に組み立てられたり、筒の中心軸が曲線状に延長する筒状に組み立てられる内型枠である場合も、レールを内型枠の円周上の同一位置に設置できるようになる。
The rail device for the inner formwork according to the present invention is installed along the inner peripheral surface of the tunnel cavity formed by the excavation hole excavated from the natural ground, and the lining portion between the inner peripheral surface of the tunnel cavity The carriage travels when the carriage is attached to the inside of the cylindrical inner mold for forming the frame and extends along the central axis of the cylinder of the inner mold and moves along the central axis of the cylinder of the inner mold A rail for an inner mold forming a path; an attachment provided on an inner wall surface of the inner mold; and an attachment means for detachably attaching the rail to the attachment. The mounting plate is provided on the inner wall surface and the mounting hole formed in the mounting plate. The mounting means has an engaging portion inserted into the mounting hole and an engaging portion inserted into the mounting hole. since a locking means for locking not to come off from the hole, the inner bottom surface of the inner mold, Masonry mold pieces without rails Since the stacking height of the formwork pieces can be made uniform, the part where the stacking height is increased by the rail and the formwork piece to be transported collide with the mold as before. A situation in which the frame piece cannot be conveyed forward can be prevented , the rail is configured to be detachable from the mounting portion, and the rail can be securely fixed to the mounting portion.
Another internal formwork rail device according to the present invention is installed along the inner peripheral surface of the tunnel cavity formed by the excavation hole excavated from the natural ground and covers between the inner peripheral surface of the tunnel cavity. A carriage attached to the inside of a cylindrical inner mold for forming a work part, extending along the central axis of the cylinder of the inner mold and moving the carriage along the central axis of the cylinder of the inner mold A rail of the inner mold forming the traveling path of the inner mold, a mounting portion provided on the inner wall surface of the inner mold, and a mounting means for detachably mounting the rail to the mounting portion. It is composed of a mounting plate provided on the inner wall surface of the mold and a mounting hole formed in the mounting plate, the mounting means includes a jack, and the jack has one end side engaging portion provided on one end side of the piston cylinder. And the other end side engagement provided on the tip end side of the piston protruding from the other end of the piston cylinder. The one end side engaging portion is formed with a diameter larger than the diameter of one of the pair of mounting holes formed in the pair of mounting plates facing each other, and the shaft end surface of the mounting plate One end side large diameter shaft portion that contacts the plate surface, and one end side small diameter shaft portion that protrudes from the shaft end surface of the one end side large diameter shaft portion and is inserted into one mounting hole, the other end side engagement portion is, The other end side large-diameter shaft portion that is formed to have a diameter larger than the diameter of the other mounting hole of the pair of mounting holes and the shaft end surface contacts the plate surface of the mounting plate, and the shaft of the other end-side large diameter shaft portion Since the other end side small diameter shaft portion that protrudes from the end face and is inserted into the other mounting hole is provided, it becomes possible to stack the formwork pieces without rails on the inner bottom surface of the inner formwork. The stacking height can be made uniform so that it can be transported to the part where the stacking height is increased by the rail as before. The mold piece and collide mold pieces can be prevented a situation that can not be transported forward that the rail is configured to be detachable with respect to the mounting portion, and strong and stable attachment of the mounting portion rails In addition, since it is possible to eliminate the need for fastening the set screw, the work can be facilitated.
Still another inner form rail device according to the present invention is installed along an inner peripheral surface of a tunnel cavity formed by an excavation hole excavated from a natural ground, and between the inner peripheral surface of the tunnel cavity. It is attached to the inside of the cylindrical inner mold for forming the lining part, and extends along the central axis of the cylinder of the inner mold, and moves the carriage along the central axis of the cylinder of the inner mold. The rail of the inner mold forming the traveling path of the carriage, the mounting portion provided on the inner wall surface of the inner mold, and the mounting means for detachably mounting the rail to the mounting portion , the mounting portion, One of a pair of mounting holes formed by a mounting plate provided on the inner wall surface of the inner mold and a mounting hole formed in the mounting plate, and the mounting means is formed in each of the pair of mounting plates facing each other The engaging portion inserted through the mounting hole and the other mounting hole of the pair of mounting holes. And a jack having a piston which can be advanced and retracted so as to engage with the other mounting hole, and a locking means for locking the engaging portion inserted through the one mounting hole so as not to be disengaged from the one mounting hole. Therefore, it becomes possible to stack the formwork pieces without rails on the inner bottom surface of the inner formwork, and the stacking height of the formwork pieces can be made uniform. It is possible to prevent a situation in which the formed part and the formwork piece to be conveyed collide and the formwork piece cannot be conveyed forward , and the rail is configured to be detachable from the attachment part, and the rail is attached to the attachment part. It becomes possible to attach to a strong and stable.
The cylindrical inner mold forms a ring-shaped inner mold by arranging a plurality of arc-shaped mold pieces so as to make one round of the inner peripheral surface along the inner peripheral surface of the tunnel cavity. The inner mold is sequentially assembled in the direction of excavation and is assembled in a cylindrical shape extending in the direction of excavation, and is a plane that intersects the central axis of the ring as a plurality of ring-shaped inner molds Assembling into a cylindrical shape in which the central axis of the cylinder is linearly extended by using both the end faces of the ring formed of The rail can be installed at the same position on the circumference of the inner mold frame even when the inner mold frame is assembled in a cylindrical shape whose center axis extends in a curved shape.

レール装置と内型枠との関係を示す斜視図(実施形態1)。The perspective view which shows the relationship between a rail apparatus and an inner mold form (Embodiment 1). 内型枠の断面図(実施形態1)。Sectional drawing of an inner mold form (Embodiment 1). レール装置を示す分解斜視図(実施形態1)。The disassembled perspective view which shows a rail apparatus (Embodiment 1). レールの取付方法を示す図(実施形態1)。The figure which shows the attachment method of a rail (embodiment 1). レール装置を示す分解斜視図(実施形態2)。An exploded perspective view showing a rail device (embodiment 2). レールの取付方法を示す図(実施形態2)。The figure which shows the attachment method of a rail (embodiment 2). レール装置を示す分解斜視図(実施形態3)。An exploded perspective view showing a rail device (embodiment 3). レールの取付方法を示す図(実施形態3)。The figure which shows the attachment method of a rail (embodiment 3). レール装置と内型枠との関係を示す斜視図(実施形態4)。The perspective view which shows the relationship between a rail apparatus and an inner formwork (embodiment 4). レール装置を示す分解斜視図(実施形態4)。An exploded perspective view showing a rail device (embodiment 4). 筒状の内型枠の組立方法を示す平面図(実施形態5)。FIG. 9 is a plan view showing a method for assembling a cylindrical inner mold (fifth embodiment). リング状の内型枠を示す斜視図(実施形態5)。The perspective view which shows a ring-shaped inner formwork (Embodiment 5). リング状の内型枠を示す平面図(実施形態5)。FIG. 9 is a plan view showing a ring-shaped inner mold (fifth embodiment). 筒の中心軸が直線状に延長する筒状の内型枠を示す斜視図(実施形態5)。The perspective view which shows the cylindrical inner mold frame in which the central axis of a cylinder extends linearly (Embodiment 5). 筒の中心軸が曲線状に延長する筒状の内型枠を示す斜視図(実施形態5)。The perspective view which shows the cylindrical inner mold frame in which the center axis | shaft of a pipe | tube extends in the shape of a curve (Embodiment 5). 筒状の内型枠の組立方法を示す平面図(実施形態5)。FIG. 9 is a plan view showing a method for assembling a cylindrical inner mold (fifth embodiment). 筒状の内型枠の組立方法を示す平面図(実施形態5)。FIG. 9 is a plan view showing a method for assembling a cylindrical inner mold (fifth embodiment). 筒状の内型枠の組立方法を示す平面図(実施形態5)。FIG. 9 is a plan view showing a method for assembling a cylindrical inner mold (fifth embodiment). 段差の説明図(実施形態5)。Explanatory drawing of a level | step difference (Embodiment 5). 内型枠の端面の傾斜角度の説明図(実施形態5)。Explanatory drawing of the inclination angle of the end surface of an inner mold form (Embodiment 5). ボルト通し孔とボルトとの関係を示す説明図(実施形態5)。Explanatory drawing which shows the relationship between a bolt through-hole and a volt | bolt (Embodiment 5). 内型枠を回転させる場合の説明図(実施形態5)。Explanatory drawing in the case of rotating an inner mold form (Embodiment 5). 従来の型枠ピースを示す斜視図。The perspective view which shows the conventional formwork piece. 従来のリングを示す図。The figure which shows the conventional ring. 従来のECL工法を示す図。The figure which shows the conventional ECL construction method. 従来の内型枠内の内部構成を示す断面図。Sectional drawing which shows the internal structure in the conventional inner formwork.

実施形態1
図1乃至図4を参照し、実施形態1のレール装置を説明する。尚、図23乃至図26の従来例と同一部分については同一符号を付してその説明を省略する。
Embodiment 1
The rail device according to the first embodiment will be described with reference to FIGS. 1 to 4. In addition, the same code | symbol is attached | subjected about the same part as the prior art example of FIG. 23 thru | or FIG. 26, and the description is abbreviate | omitted.

図1;図3に示すように、実施形態1による内型枠のレール装置50は、レール51と、取付部52と、取付手段53とにより構成される。   As shown in FIG. 1 and FIG. 3, the rail device 50 for an inner mold according to the first embodiment includes a rail 51, a mounting portion 52, and a mounting means 53.

レール51は、左右一対のレール51L;51Rにより構成される。図2に示すように、レール51Lは、トンネル空洞部21内において掘削進行方向Aに延長するように構築される円筒状の内型枠31を形成する複数の型枠ピース40Aのうち、円筒状の内型枠31の円筒断面(筒の中心軸と直交する断面)である内壁周面31aの最下点31uと最左点31Lとの間に配置される型枠ピース40Aの内壁部40uに着脱可能に設けられる。レール51Rは、円筒状の内型枠31を形成する複数の型枠ピース40Aのうち、円筒状の内型枠31における内壁周面31aの最下点31uと最右点31Rとの間に配置される型枠ピース40Aの内壁部40uに着脱可能に設けられる。
左右一対のレール51L;51Rは、円筒状の内型枠31における内壁周面31aの最下点31uから周方向の左右に同じ距離だけ離れた位置にそれぞれ設置される。左;右のレール51L;51R間の間隔は、コンクリート打設装置、内型枠脱型装置、型枠ピース搬送手段41などを搭載した台車44の左右の車輪44a;44b間の間隔に応じて決められる。
The rail 51 includes a pair of left and right rails 51L and 51R. As shown in FIG. 2, the rail 51 </ b> L has a cylindrical shape among a plurality of mold pieces 40 </ b> A that form a cylindrical inner mold frame 31 constructed so as to extend in the excavation traveling direction A within the tunnel cavity 21. The inner wall portion 40u of the mold piece 40A disposed between the lowermost point 31u and the leftmost point 31L of the inner wall peripheral surface 31a, which is a cylindrical section of the inner mold frame 31 (a section perpendicular to the central axis of the cylinder). It is detachably provided. The rail 51R is arranged between the lowermost point 31u and the rightmost point 31R of the inner wall peripheral surface 31a of the cylindrical inner mold 31 among the plurality of mold pieces 40A that form the cylindrical inner mold 31. It is detachably provided on the inner wall portion 40u of the formwork piece 40A.
The pair of left and right rails 51L and 51R are respectively installed at positions separated from the lowest point 31u of the inner wall peripheral surface 31a of the cylindrical inner mold 31 by the same distance on the left and right in the circumferential direction. The distance between the left and right rails 51L and 51R depends on the distance between the left and right wheels 44a and 44b of the carriage 44 on which the concrete placing device, the inner mold removing device, the mold piece conveying means 41 and the like are mounted. It is decided.

型枠ピース40Aは、中主桁45aに中主桁45aを貫通する取付孔45bが形成されている以外は、図23で示した従来の型枠ピース40と同じ構成である。
中主桁45aは、レール51が取付けられる取付板として機能する。
取付部52は、内型枠31を構成する型枠ピース40Aの内壁部40uに設けられた取付板としての中主桁45aと、中主桁45aに形成された取付孔45bとにより構成される。
中主桁45aの形成数は型枠ピース40Aの大きさに応じて決めればよい。また、取付孔45bの数及び内型枠31のリングの周方向に沿った方向に互いに隣り合う取付孔45b;45b間の距離も任意に決めればよい。例えば、内型枠31のリングの中心とリングの周方向に沿った方向に互いに隣り合う取付孔45b;45bの中心とを繋ぐ線と線とで挟まれた角度が5°程度に設定される。
The mold piece 40A has the same configuration as that of the conventional mold piece 40 shown in FIG. 23 except that a mounting hole 45b penetrating the middle main beam 45a is formed in the middle main beam 45a.
The middle main beam 45a functions as an attachment plate to which the rail 51 is attached.
The mounting portion 52 is configured by a middle main girder 45a as a mounting plate provided on the inner wall portion 40u of the mold piece 40A constituting the inner mold 31 and a mounting hole 45b formed in the middle main girder 45a. .
The number of middle main beams 45a formed may be determined according to the size of the mold piece 40A. Further, the number of the mounting holes 45b and the distance between the mounting holes 45b; 45b adjacent to each other in the direction along the circumferential direction of the ring of the inner mold 31 may be arbitrarily determined. For example, an angle between a line connecting the center of the ring of the inner mold 31 and the mounting hole 45b adjacent to each other in the circumferential direction of the ring; .

図3に示すように、取付手段53は、湾曲板面54を備えたベース板55と、ベース板55の一方の湾曲板面54aに設けられた係合部取付板56と、係合部取付板56に取付けられた係合部57と、取付孔45bに挿通された係合部57が取付孔45bより外れないよう係止する係止手段58とを備える。湾曲板面54は、ピース継手板45、中主桁45a、リング継手板46、中副桁46aの各先端縁面で繋がれた格子状のピース内面及び型枠面34と平行な弧状面に形成される。
係合部57は、取付孔45bを貫通する軸部59aと、軸部59aの先端から内部に延長するねじ孔59bとを備える。係止手段58は、係止蓋材60と止ねじ61とを備える。図4に示すように、係止蓋材60は、一端開口60aの有底の円形箱状に形成され、底壁60bを貫通する止ねじ貫通孔60cを備える。
As shown in FIG. 3, the attachment means 53 includes a base plate 55 having a curved plate surface 54, an engagement portion attachment plate 56 provided on one curved plate surface 54 a of the base plate 55, and an engagement portion attachment. An engagement portion 57 attached to the plate 56 and an engagement means 58 for engaging the engagement portion 57 inserted through the attachment hole 45b so as not to be detached from the attachment hole 45b. The curved plate surface 54 has an arcuate surface parallel to the lattice-shaped piece inner surface and the formwork surface 34 connected at the respective end edge surfaces of the piece joint plate 45, the middle main beam 45a, the ring joint plate 46, and the middle auxiliary beam 46a. It is formed.
The engaging portion 57 includes a shaft portion 59a that passes through the attachment hole 45b and a screw hole 59b that extends from the tip of the shaft portion 59a to the inside. The locking means 58 includes a locking lid member 60 and a set screw 61. As shown in FIG. 4, the locking lid member 60 is formed in a bottomed circular box shape with one end opening 60a, and includes a set screw through hole 60c penetrating the bottom wall 60b.

レール51は、ベース板55の他方の湾曲板面54bに例えば着脱可能に設けられる。レール51は、例えば一方方向に長い2つの長尺板の板面と板面との角度が90°となるように2つの長尺板の長辺縁同士を繋ぎ合わせた断面L字状の長尺部材により形成される。そして、ベース板55が取付部52に取付けられた場合に、当該レール51が円筒状の内型枠31の筒の中心軸に沿った方向に延長するように設置されて、一方の長尺板が走行路を構成するレール面(水平面)51aとなり、他方の長方形板がレール面51aを下から支える支持部51bを構成する。   The rail 51 is detachably provided on the other curved plate surface 54b of the base plate 55, for example. The rail 51 is, for example, an L-shaped long section in which the long edges of the two long plates are joined together so that the angle between the plate surfaces of the two long plates that are long in one direction is 90 °. It is formed by a scale member. When the base plate 55 is attached to the attachment portion 52, the rail 51 is installed so as to extend in a direction along the central axis of the cylinder of the cylindrical inner mold frame 31, and one of the long plates Becomes a rail surface (horizontal plane) 51a constituting the traveling path, and the other rectangular plate constitutes a support portion 51b that supports the rail surface 51a from below.

ベース板55は、内型枠31の周方向に沿った長さが少なくとも互いに隣り合う2つの中副桁46a;46aに跨る長さに形成される。ただし、取付孔45bを貫通する係合部57の軸部59aに係止蓋材60及び止ねじ61を装着できるように、取付孔45bを貫通する軸部59aの位置する型枠ピース40Aの内側の空間に手を挿入できるように当該空間を塞がない長さに形成される。   The base plate 55 is formed so that the length along the circumferential direction of the inner mold 31 spans at least two middle sub-girder 46a; 46a adjacent to each other. However, the inner side of the mold piece 40A where the shaft portion 59a passing through the mounting hole 45b is positioned so that the locking lid member 60 and the set screw 61 can be attached to the shaft portion 59a of the engaging portion 57 passing through the mounting hole 45b. The space is formed so as not to block the space so that a hand can be inserted into the space.

図4に示すように、ピース継手板45、中主桁45a、リング継手板46、中副桁46aの各先端縁面で繋がれた格子状のピース内面にベース板55の一方の湾曲板面54aを面接触させ、かつ、係合部57の軸部59aを取付孔45bに貫通させる。取付孔45bを貫通させた係合部57の軸部59aを係止蓋材60の一端開口60a側から係止蓋材60内に嵌め込み、止ねじ61を止ねじ貫通孔60cを通してねじ孔59bに締結する。これにより、止ねじ61が取付孔45bを貫通した係合部57と係止蓋材60とを連結し、係止蓋材60の一端開口縁面60dが取付孔45bの孔縁周りの中主桁45aの板面45fに係止するので、係合部57が取付孔45bより外れないようになる。このように係合部57と係止蓋材60とが止ねじ61によって連結された場合に、係合部57、取付孔45b、係止蓋材60が、止ねじ61の中心軸を中心とする同軸に配置される。従って、係止蓋材60の円形箱の外径を取付孔45bの孔径よりも大きく形成したので、係止蓋材60の一端開口縁面60dが取付孔45bの孔縁周りの中主桁45aの板面45fに係止する。
以上により、レール51が中主桁45aに対して着脱可能に構成され、レール51を中主桁45aに対して確実に固定できる。また、取付部52を備えた型枠ピース40Aを用いて内型枠31を構築するので、内型枠31の周に沿った方向におけるレール51の取付位置を選択的に決定することができるようになる。
また、ベース板55の一方の湾曲板面54aとピース内面とを面接触させるので、レール51上を通過する台車44の荷重をベース板55に集中させることなく、内型枠31に負担させることができるので、安定なレール51を形成できる。
また、係止蓋材60の中心軸に沿った方向の長さを変えたり、係合部取付板56と中主桁45aの板面との間にワッシャーのような間隔維持材を介在させることによって、内型枠31の中心軸に沿った方向におけるレール51の取付位置を調整することが可能となる。
尚、取付手段53の数はいくつでもよい。
As shown in FIG. 4, one curved plate surface of the base plate 55 is connected to the inner surface of the lattice-like piece connected by the tip end edge surfaces of the piece joint plate 45, the middle main beam 45a, the ring joint plate 46, and the middle auxiliary beam 46a. 54a is brought into surface contact and the shaft portion 59a of the engaging portion 57 is passed through the mounting hole 45b. The shaft portion 59a of the engaging portion 57 that penetrates the mounting hole 45b is fitted into the locking lid member 60 from the one end opening 60a side of the locking lid member 60, and the set screw 61 is passed through the set screw through hole 60c to the screw hole 59b. Conclude. Thereby, the set screw 61 connects the engaging portion 57 penetrating the mounting hole 45b and the locking lid member 60, and the one end opening edge surface 60d of the locking lid member 60 is the middle main part around the hole edge of the mounting hole 45b. Since it engages with the plate surface 45f of the girder 45a, the engaging portion 57 does not come off the mounting hole 45b. In this way, when the engaging portion 57 and the locking lid member 60 are connected by the set screw 61, the engaging portion 57, the mounting hole 45 b, and the locking lid material 60 are centered on the central axis of the set screw 61. Arranged coaxially. Accordingly, since the outer diameter of the circular box of the locking lid member 60 is formed larger than the hole diameter of the mounting hole 45b, the one end opening edge surface 60d of the locking lid member 60 is the middle main girder 45a around the hole edge of the mounting hole 45b. To the plate surface 45f.
By the above, the rail 51 is comprised so that attachment or detachment with respect to the middle main beam 45a is possible, and the rail 51 can be reliably fixed with respect to the middle main beam 45a. Further, since the inner mold frame 31 is constructed using the mold frame piece 40A provided with the mounting portion 52, the mounting position of the rail 51 in the direction along the circumference of the inner mold frame 31 can be selectively determined. become.
Further, since one curved plate surface 54a of the base plate 55 and the inner surface of the piece are brought into surface contact with each other, the load of the carriage 44 passing on the rails 51 is caused to be borne on the inner mold 31 without being concentrated on the base plate 55. Therefore, the stable rail 51 can be formed.
Further, the length of the locking lid member 60 in the direction along the central axis is changed, or a gap maintaining material such as a washer is interposed between the engagement portion mounting plate 56 and the plate surface of the middle main beam 45a. Thus, the mounting position of the rail 51 in the direction along the central axis of the inner mold 31 can be adjusted.
The number of attachment means 53 may be any number.

実施形態2
図5に示すように、実施形態2による内型枠のレール装置50は、レール51と、取付部52と、取付手段53Aとにより構成される。
取付手段53Aは、ベース板55と、ベース板55の一方の湾曲板面54aに設けられたジャッキ取付板56Aと、ジャッキ取付板56Aに取付けられた油圧ジャッキなどのジャッキ62とを備える。
ジャッキ62は、ピストンシリンダー63と、図外の給排路を介してピストンシリンダー63内に給排される油圧によって進退するピストン65とを備えるとともに、ピストンシリンダー63の一端側に設けられた一端側係合部63aと、ピストンシリンダー63の他端より突出するピストン65の先端側に設けられた他端側係合部65aとを備える。例えば、ピストンシリンダー63の周面部とジャッキ取付板56Aとが図外の連結手段により連結される。
一端側係合部63aは、互いに向かい合う一対の取付板45a;45aにそれぞれ形成された一対の取付孔45b;45bのうちの一方の取付孔45b1の径よりも大径に形成されて軸端面63bが一方の取付板45aの板面45gに接触する一端側大径軸部63cと、一端側大径軸部63cの軸端面63bより突出して一方の取付孔45b1に挿通される一端側小径軸部63dとを備える。
他端側係合部65aは、一対の取付孔45b;45bのうちの他方の取付孔45b2の径よりも大径に形成されて軸端面65bが他方の取付板45aの板面45hに接触する他端側大径軸部65cと、他端側大径軸部65cの軸端面65bより突出して他方の取付孔45bに挿通される他端側小径軸部65dとを備える。
一端側小径軸部63dの径は、一方の取付孔45b1に嵌合状態に嵌り込む寸法に形成される。他端側小径軸部65dの径は、他方の取付孔45b2に嵌合状態に嵌り込む寸法に形成される。例えば、一端側小径軸部63d、一端側大径軸部63c、他端側小径軸部65d、他端側大径軸部65cは、中心軸が一致する同軸状に形成される。上記一方の取付板45aの板面45g及び他方の取付板45aの板面45hは、互いに向かい合う板面である。
尚、レール51、取付部52、ベース板55は、実施形態1と同一構成であるので、説明を省略する。
Embodiment 2
As shown in FIG. 5, the rail device 50 for an inner mold according to the second embodiment includes a rail 51, a mounting portion 52, and mounting means 53 </ b> A.
The attachment means 53A includes a base plate 55, a jack attachment plate 56A provided on one curved plate surface 54a of the base plate 55, and a jack 62 such as a hydraulic jack attached to the jack attachment plate 56A.
The jack 62 includes a piston cylinder 63 and a piston 65 that advances and retreats by hydraulic pressure supplied to and discharged from the piston cylinder 63 via a supply / discharge path (not shown), and one end side provided on one end side of the piston cylinder 63. The engaging part 63a and the other end side engaging part 65a provided in the front end side of the piston 65 which protrudes from the other end of the piston cylinder 63 are provided. For example, the peripheral surface portion of the piston cylinder 63 and the jack mounting plate 56A are connected by connecting means (not shown).
The one end side engaging portion 63a is formed to have a larger diameter than the diameter of one of the pair of mounting holes 45b; 45b formed in the pair of mounting plates 45a; 45a facing each other, and the shaft end surface 63b. One end side large diameter shaft portion 63c that contacts the plate surface 45g of one mounting plate 45a, and one end side small diameter shaft portion that protrudes from the shaft end surface 63b of the one end side large diameter shaft portion 63c and is inserted into one mounting hole 45b1. 63d.
The other end side engaging portion 65a is formed to have a diameter larger than the diameter of the other mounting hole 45b2 of the pair of mounting holes 45b; 45b, and the shaft end surface 65b contacts the plate surface 45h of the other mounting plate 45a. The other end side large diameter shaft portion 65c and the other end side small diameter shaft portion 65d protruding from the shaft end surface 65b of the other end side large diameter shaft portion 65c and inserted through the other mounting hole 45b are provided.
The diameter of the one-end-side small-diameter shaft portion 63d is formed to have a size that fits into one attachment hole 45b1. The other end side small-diameter shaft portion 65d has a diameter that fits into the other mounting hole 45b2. For example, the one-end-side small-diameter shaft portion 63d, the one-end-side large-diameter shaft portion 63c, the other-end-side small-diameter shaft portion 65d, and the other-end-side large-diameter shaft portion 65c are formed in a coaxial shape. The plate surface 45g of the one mounting plate 45a and the plate surface 45h of the other mounting plate 45a are plate surfaces facing each other.
In addition, since the rail 51, the attachment part 52, and the base board 55 are the same structures as Embodiment 1, description is abbreviate | omitted.

図6(a)に示すように、格子状のピース内面にベース板55の一方の湾曲板面54aを面接触させ、ピストンシリンダー63の一端側係合部63aの一端側小径軸部63dを取付孔45b1に嵌合状態に挿通させ、一端側大径軸部63cの軸端面63bを一方の取付板45aの板面45gに接触させる。次に図6(b)に示すように、図外のジャッキ制御装置によりジャッキ62のピストン65を伸長させてピストン65の他端側小径軸部65dを他方の取付孔45b2に嵌合状態に挿通させるとともに、他端側大径軸部65cの軸端面65bを他方の取付板45aの板面45hに接触させる。
このように、ピストン65を伸長させたことによって、一端側大径軸部63cの軸端面63bと一方の取付板45aの板面45gとの接触力、及び、他端側大径軸部65cの軸端面65bと他方の取付板45aの板面45hとの接触力が増し、一対の取付板45a;45a間でジャッキ62が突っ張り棒のように機能するので、取付孔45b1に対する一端側小径軸部63dの嵌合状態と取付孔45b2に対する他端側小径軸部65dの嵌合状態とが維持される。よって、レール51を取付部52に強固かつ安定に取付けることができる。
以上により、実施形態1と同様な効果が得られる。また、実施形態2では、ジャッキ62を用いたため、レール51を取付部52に強固かつ安定に取付けることができ、さらに、止ねじの締結作業を不要とできるので、作業の容易化が図れる。
As shown in FIG. 6A, one curved plate surface 54a of the base plate 55 is brought into surface contact with the inner surface of the lattice-shaped piece, and the one end side small diameter shaft portion 63d of the one end side engaging portion 63a of the piston cylinder 63 is attached. The hole 45b1 is inserted into a fitted state, and the shaft end surface 63b of the one end side large diameter shaft portion 63c is brought into contact with the plate surface 45g of one mounting plate 45a. Next, as shown in FIG. 6B, the piston 65 of the jack 62 is extended by a jack control device (not shown), and the other end side small diameter shaft portion 65d of the piston 65 is inserted into the other mounting hole 45b2. At the same time, the shaft end surface 65b of the other end side large diameter shaft portion 65c is brought into contact with the plate surface 45h of the other mounting plate 45a.
Thus, by extending the piston 65, the contact force between the shaft end surface 63b of the one end side large diameter shaft portion 63c and the plate surface 45g of the one mounting plate 45a, and the other end side large diameter shaft portion 65c The contact force between the shaft end surface 65b and the plate surface 45h of the other mounting plate 45a is increased, and the jack 62 functions like a tension rod between the pair of mounting plates 45a; 45a, so that one end side small diameter shaft portion with respect to the mounting hole 45b1 The fitting state of 63d and the fitting state of the small diameter shaft portion 65d on the other end side with respect to the mounting hole 45b2 are maintained. Therefore, the rail 51 can be firmly and stably attached to the attachment portion 52.
As described above, the same effects as those of the first embodiment can be obtained. Further, in the second embodiment, since the jack 62 is used, the rail 51 can be firmly and stably attached to the attachment portion 52, and the work of fastening the set screw can be eliminated, so that the work can be facilitated.

実施形態3
図7に示すように、実施形態3による内型枠のレール装置50は、レール51と、取付部52と、取付手段53Bとにより構成される。
取付手段53Bは、ベース板55と、ベース板55の一方の湾曲板面54aに設けられた係合部取付板56と、係合部取付板56の一方の板面に取付けられた係合部57と、係合部取付板56の他方の板面に取付けられたジャッキ62Aと、取付孔45b1(45b)に挿通された係合部57が取付孔45b1より外れないよう係止する係止手段58とを備える。
尚、レール51、取付部52、ベース板55、係合部取付板56、係合部57、係止手段58は、実施形態1と同一構成であるので、説明を省略する。
ジャッキ62Aは、実施形態2のジャッキ62のようにピストンシリンダー63の一端側係合部63a及びピストン65の先端側の他端側係合部65aを備えないものを用いることができる。ジャッキ62Aは、例えば、係合部57の中心軸とピストン65の中心軸とが一致するように、ピストンシリンダーの一端が係合部取付板56の他方の板面に取付けられる。
即ち、実施形態3の取付手段53Bは、互いに向かい合う一対の取付板としての中主桁45a;45aにそれぞれ形成された一対の取付孔45b;45bのうちの一方の取付孔45b1に挿通される係合部57と、当該一対の取付孔45b;45bのうちの他方の取付孔45b2に挿通されて他方の取付孔45b2に係合する如く進退可能なピストン65を有したジャッキ62Aと、一方の取付孔45b1に挿通された係合部57が一方の取付孔45b1より外れないよう係止する係止手段58とを備えるものであって、ジャッキ62Aと実施形態1の係合部57及び係止手段58とを併用した構成である。
Embodiment 3
As shown in FIG. 7, the rail device 50 for an inner mold according to the third embodiment includes a rail 51, an attachment portion 52, and attachment means 53 </ b> B.
The attachment means 53B includes a base plate 55, an engagement portion attachment plate 56 provided on one curved plate surface 54a of the base plate 55, and an engagement portion attached to one plate surface of the engagement portion attachment plate 56. 57, a jack 62A attached to the other plate surface of the engagement portion attachment plate 56, and an engagement means for engaging the engagement portion 57 inserted through the attachment hole 45b1 (45b) so as not to be detached from the attachment hole 45b1. 58.
The rail 51, the mounting portion 52, the base plate 55, the engaging portion mounting plate 56, the engaging portion 57, and the locking means 58 have the same configuration as that of the first embodiment, and thus the description thereof is omitted.
As the jack 62 </ b> A, a jack that does not include the one end side engaging portion 63 a of the piston cylinder 63 and the other end side engaging portion 65 a of the piston 65 as in the jack 62 of the second embodiment can be used. In the jack 62 </ b> A, for example, one end of the piston cylinder is attached to the other plate surface of the engagement portion attachment plate 56 so that the center axis of the engagement portion 57 and the center axis of the piston 65 coincide.
That is, the attachment means 53B of the third embodiment is inserted into one attachment hole 45b1 of the pair of attachment holes 45b; 45b formed in the middle main beam 45a; 45a as a pair of attachment plates facing each other. A joint 57, a jack 62A having a piston 65 which is inserted into the other mounting hole 45b2 of the pair of mounting holes 45b; 45b and can be advanced and retracted so as to engage with the other mounting hole 45b2, and one mounting The engaging part 57 inserted through the hole 45b1 is provided with a locking means 58 for locking so that it does not come off from the one mounting hole 45b1, and the jack 62A and the engaging part 57 and the locking means of the first embodiment are provided. 58 is used in combination.

図8(a)に示すように、一方の取付孔45b1を貫通させた係合部57の軸部59aを係止蓋材60の一端開口60a側から係止蓋材60内に嵌め込み、止ねじ61を止ねじ貫通孔60cを通してねじ孔59bに締結する。これにより、止ねじ61が取付孔45b1を貫通した係合部57と係止蓋材60とを連結し、係止蓋材60の一端開口縁面60dが取付孔45b1の孔縁周りの中主桁45aの板面45fに係止するので、係合部57が取付孔45b1より外れないようになる。次に、図8(b)に示すように、図外のジャッキ制御装置によりジャッキ62のピストン65を伸長させてピストン65を他方の取付孔45b2に嵌合状態に挿通させる。
実施形態3では、係合部57が一方の取付孔45b1から逸脱しないように一方の取付孔45b1に取付けられ、かつ、ピストン65が他方の取付孔45b2から逸脱しないように他方の取付孔45b2に取付けられるので、レール51を実施形態1と同様な効果が得られる。また、実施形態3では、係合部57及び係止手段58とジャッキ62Aとを併用したので、レール51を取付部52に強固かつ安定に取付けることができる。
尚、実施形態2のジャッキ62や、実施形態3のジャッキ62Aは、1つのベース板55に対して1つ以上設ければよい。
As shown in FIG. 8A, the shaft portion 59a of the engaging portion 57 penetrating the one attachment hole 45b1 is fitted into the locking lid member 60 from the one end opening 60a side of the locking lid member 60, and the set screw 61 is fastened to the screw hole 59b through the set screw through hole 60c. As a result, the set screw 61 connects the engaging portion 57 penetrating the mounting hole 45b1 and the locking lid member 60, and the one end opening edge surface 60d of the locking lid member 60 is the middle main part around the hole edge of the mounting hole 45b1. Since it engages with the plate surface 45f of the girder 45a, the engaging portion 57 does not come off the mounting hole 45b1. Next, as shown in FIG. 8B, the piston 65 of the jack 62 is extended by a jack control device (not shown), and the piston 65 is inserted into the other mounting hole 45b2 in a fitted state.
In the third embodiment, the engaging portion 57 is attached to one attachment hole 45b1 so as not to deviate from the one attachment hole 45b1, and the piston 65 is attached to the other attachment hole 45b2 so as not to deviate from the other attachment hole 45b2. Since the rail 51 is attached, the same effect as the first embodiment can be obtained. In the third embodiment, since the engaging portion 57 and the locking means 58 and the jack 62A are used in combination, the rail 51 can be firmly and stably attached to the attaching portion 52.
One or more jacks 62 according to the second embodiment and jacks 62 </ b> A according to the third embodiment may be provided for one base plate 55.

実施形態4
図9に示すように、実施形態4による内型枠のレール装置50は、レール51と、取付部52と、取付手段53Cとにより構成される。
取付手段53Cは、内型枠31の内壁面の周方向に沿って間隔を隔てて配置される一対のレール51L;51Rを連結する連結体66と、連結体66を取付部52に着脱可能に取付けるための取付部材67とを備える。
尚、レール51、取付部52は、実施形態1と同一構成であるので、詳細な説明を省略する。
Embodiment 4
As shown in FIG. 9, the rail device 50 for an inner mold according to the fourth embodiment includes a rail 51, a mounting portion 52, and mounting means 53 </ b> C.
The attachment means 53 </ b> C is configured such that a pair of rails 51 </ b> L and 51 </ b> R arranged at intervals along the circumferential direction of the inner wall surface of the inner mold 31, and a connection body 66 that connects the connection body 66 to the attachment portion 52. And an attachment member 67 for attachment.
Since the rail 51 and the mounting portion 52 have the same configuration as that of the first embodiment, detailed description thereof is omitted.

連結体66は、円筒状の内型枠31の周方向に沿って延長して型枠面34と平行に位置されて第1の連結補強板としての中主桁45a又は第2の連結補強板としての中副桁46aに形成された取付孔45bに連結片69a及びボルト80、ナット81で形成される連結具69などによって連結される弧状体である。この連結具69が取付部材67を構成する。
連結体66は、例えば、一端部に連結片70a及びボルト80、図外のナットで形成される固定具70又は溶接などによって左レール51Lが取付けられた左弧状体71、他端部に連結片70b(図10参照)及びボルト80、図外のナットで形成される固定具70と同様の固定具70A又は溶接などによって右レール51Rが取付けられた右弧状体73、左弧状体71の他端部と右弧状体73の他端部とを繋ぐ中央連結体74とを備える。左弧状体71と中央連結体74との連結、右弧状体73と中央連結体74との連結は、連結片75a;75b及びボルト80、ナット81で形成される連結具75などによって連結される。
The connecting body 66 extends along the circumferential direction of the cylindrical inner mold 31 and is positioned in parallel with the mold surface 34 so that the middle main girder 45a as the first connecting reinforcing plate or the second connecting reinforcing plate. The arcuate body is connected to a mounting hole 45b formed in the middle sub-girder 46a by a connecting piece 69a, a bolt 80, a connecting tool 69 formed by a nut 81, and the like. This connector 69 constitutes the attachment member 67.
The connecting body 66 includes, for example, a connecting piece 70a and a bolt 80 at one end, a fixing tool 70 formed of a nut (not shown) or a left arc 51 having a left rail 51L attached by welding or the like, and a connecting piece at the other end 70b (see FIG. 10) and bolt 80, a fixing tool 70A similar to the fixing tool 70 formed by a nut (not shown) or the right arc-shaped body 73 to which the right rail 51R is attached by welding or the like, and the other end of the left arc-shaped body 71 And a central coupling body 74 that connects the other end of the right arc-shaped body 73. The connection between the left arcuate body 71 and the central coupling body 74 and the connection between the right arcuate body 73 and the central coupling body 74 are coupled by a coupling piece 75a; 75b, a bolt 80, a coupling tool 75 formed by a nut 81, and the like. .

例えば、図9;図10に示すように、連結片70aに形成されたねじ孔70eと左レール51Lの支持部51bに形成されたねじ孔51eとにボルト80を締結し、かつ、連結片70aに形成された貫通孔70fと左弧状体71の一端部に形成された貫通孔71fとにボルト80を通して当該ボルト80に図外のナットを締結することにより、左レール51Lと左弧状体71とが連結される。
また、左弧状体71の他端部に形成された貫通孔71gと連結片75aに形成された貫通孔75eとにボルト80を通してボルト80にナット81を締結する。さらに、中央連結体74の一端部に形成された貫通孔74eと連結片75aに形成された貫通孔75fとにボルト80を通してボルト80にナット81を締結する。これにより、左弧状体71と中央連結体74とが連結される。
また、中央連結体74の他端部に形成された貫通孔74fと連結片75bに形成された貫通孔75gとにボルト80を通してボルト80にナット81を締結する。さらに、右弧状体73の一端部に形成された貫通孔73eと連結片75bに形成された貫通孔75hとにボルト80を通してボルト80にナット81を締結する。これにより、中央連結体74と右弧状体73とが連結される。
そして、連結片70bに形成されたねじ孔70gと右レール51Rの支持部51bに形成された図外のねじ孔とに図外のボルトを締結し、かつ、連結片70aに形成された貫通孔70hと右弧状体73の他端部に形成された図外の貫通孔とに図外のボルトを通して当該ボルトに図外のナットを締結することにより、右レール51Lと右弧状体73とが連結される。
そして、例えば、連結片69aに形成された貫通孔69bと右弧状体73に形成された貫通孔73fとにボルト80を通して当該ボルト80にナット81を締結し、かつ、連結片69aに形成された貫通孔69cと取付孔45bとに図外のボルトを通して当該ボルトに図外のナットを締結することにより、右弧状体73が中主桁45aに固定される。
また、連結片69aに形成された貫通孔69dと左弧状体71に形成された貫通孔71hとにボルト80を通して当該ボルト80にナット81を締結し、かつ、連結片69aに形成された貫通孔69eと取付孔45bとにボルト80を通して当該ボルト80に図外のナットを締結することにより、左弧状体71が中主桁45aに固定される。
以上により、実施形態1と同様な効果が得られる。また、連結体66を左弧状体71と中央連結体74と右弧状体73とに分割できるので、左弧状体71、中央連結体74、右弧状体73の運搬を容易にできる。
尚、連結体66の分割数はいくつでもよい。
また、連結体66は、内型枠31の内壁面の周方向に沿って間隔を隔てて配置される一対のレール51L;51Rを連結する1つの弧状体により構成してもよい。
For example, as shown in FIGS. 9 and 10, a bolt 80 is fastened to a screw hole 70e formed in the connecting piece 70a and a screw hole 51e formed in the support portion 51b of the left rail 51L, and the connecting piece 70a By fastening a nut (not shown) to the bolt 80 through a bolt 80 to a through hole 70f formed in the left arc-shaped body 71 and a through-hole 71f formed in one end of the left arc-shaped body 71, the left rail 51L and the left arc-shaped body 71 Are concatenated.
Further, a nut 81 is fastened to the bolt 80 through a bolt 80 through a through hole 71g formed in the other end of the left arcuate body 71 and a through hole 75e formed in the connecting piece 75a. Further, a nut 81 is fastened to the bolt 80 through a bolt 80 through a through hole 74e formed at one end of the central connecting body 74 and a through hole 75f formed in the connecting piece 75a. Thereby, the left arcuate body 71 and the central coupling body 74 are coupled.
Further, a nut 81 is fastened to the bolt 80 through a bolt 80 through a through hole 74f formed in the other end of the central connecting body 74 and a through hole 75g formed in the connecting piece 75b. Further, a nut 81 is fastened to the bolt 80 through a bolt 80 through a through hole 73e formed at one end of the right arcuate body 73 and a through hole 75h formed in the connecting piece 75b. Thereby, the center coupling body 74 and the right arc-shaped body 73 are coupled.
Then, a bolt (not shown) is fastened to a screw hole 70g formed in the connecting piece 70b and a screw hole (not shown) formed in the support portion 51b of the right rail 51R, and a through hole formed in the connecting piece 70a. The right rail 51L and the right arcuate body 73 are connected by fastening a nut (not shown) to the bolt through an unillustrated through hole formed at the other end of 70h and the right arcuate body 73. Is done.
For example, a nut 81 is fastened to the bolt 80 through a bolt 80 through a through hole 69b formed in the connecting piece 69a and a through hole 73f formed in the right arcuate body 73, and the connecting piece 69a is formed. By passing a bolt (not shown) through the through hole 69c and the mounting hole 45b and fastening a nut (not shown) to the bolt, the right arcuate body 73 is fixed to the middle main beam 45a.
Further, a nut 81 is fastened to the bolt 80 through a bolt 80 through a through hole 69d formed in the connecting piece 69a and a through hole 71h formed in the left arcuate body 71, and a through hole formed in the connecting piece 69a. The left arcuate body 71 is fixed to the middle main girder 45a by fastening a nut (not shown) to the bolt 80 through the bolt 80 through 69e and the mounting hole 45b.
As described above, the same effects as those of the first embodiment can be obtained. Moreover, since the connection body 66 can be divided | segmented into the left arc-shaped body 71, the center connection body 74, and the right arc-shaped body 73, the left arc-shaped body 71, the center connection body 74, and the right arc-shaped body 73 can be conveyed easily.
Note that the number of divisions of the coupling body 66 is not limited.
Further, the connecting body 66 may be constituted by one arcuate body that connects the pair of rails 51L and 51R arranged at intervals along the circumferential direction of the inner wall surface of the inner mold 31.

実施形態5
上述した実施形態1乃至4のレール装置は、以下のような構成の内型枠に適用できる。以下の内型枠の場合、1リングを構成する各型枠ピースの形状がすべて異なり、リング毎に各型枠ピースの設置位置が内型枠の円周上の同一位置に位置されない場合があるため、従来のようにレールが固定された型枠ピースを用いると、レールを円周上の同一位置に設置することができない。しかし、本願発明の実施形態1乃至4で説明したレール51を着脱可能とするレール装置50を用いることにより、以下の内型枠の場合でも、レール51を内型枠の円周上の同一位置に設置できるようになる。
Embodiment 5
The rail devices of Embodiments 1 to 4 described above can be applied to an inner mold having the following configuration. In the case of the following inner molds, the shapes of each mold frame piece constituting one ring are all different, and the installation position of each mold frame piece may not be located at the same position on the circumference of the inner mold frame for each ring. For this reason, if a formwork piece with a fixed rail is used as in the prior art, the rail cannot be installed at the same position on the circumference. However, by using the rail device 50 that allows the rail 51 described in Embodiments 1 to 4 of the present invention to be detachable, the rail 51 can be positioned at the same position on the circumference of the inner mold frame even in the case of the following inner mold frame. It can be installed in.

例えば金属製の弧状の型枠ピースがトンネル空洞部の内周面に沿って内周面を1周するように複数設置されて形成される円形リング状の内型枠を掘削進行方向Aに向けて順次組み付けていって、図11に示すように、掘削進行方向Aに延長する筒状の内型枠1(1A;1B)を組み立てる場合に、上記円形リング状の内型枠として、図12に示すように、リングの中心軸5と交差する平面により形成されるリングの両方の端面6;6が互いに平行でない円形リング状の内型枠2を用いる場合において、本願発明の実施形態1乃至4で説明したレール51を着脱可能とするレール装置50を用いることにより、レール51を内型枠1の円周上の同一位置に設置することができるようになる。
即ち、この円形リング状の内型枠2は、図12に示すように、複数の弧状の型枠ピース3をトンネル空洞部の内周面に沿って内周面を1周するように複数設置して、リングの両方の端面6;6が互いに平行でないように形成される構成である。
内型枠2の両方の端面6;6のうちの少なくとも一方は、円筒を円筒の中心軸と交差するように切断する楕円リング形状の1つの連続傾斜面に形成される。即ち、少なくとも一方の端面6は、円形のリングの中心を中心とした大径の楕円と当該大径の楕円と同じ中心を持つ当該大径よりも小径の楕円との間に挟まれた楕円リング状の1つの連続した傾斜平面により形成される。
円形リング状の内型枠2は、リングの外周面8におけるリングの中心軸5に沿った方向の幅Wが一様でない構成である。
円形リング状の内型枠2は、内型枠2のリングの外周面8となる複数の型枠ピース3の弧状の型枠面をトンネル空洞部の内周面に沿って内周面と対向するように設置し、トンネル空洞部の内周面の周方向において互いに隣接して設置される弧状の型枠ピース3のピース継手板11のピース継手面12同士を接触させた状態で図23のボルト通し孔43aに相当する図外のボルト通し孔に図外のボルトを挿入し、ボルトの先端から図外のナットを締結して、ピース継手面12同士を密接状態に結合することによって形成される。
For example, a circular ring-shaped inner formwork formed by arranging a plurality of metal arc-shaped formwork pieces so as to make one round of the inner peripheral surface along the inner peripheral surface of the tunnel cavity portion is directed toward the excavation progress direction A. As shown in FIG. 11, when assembling the cylindrical inner mold 1 (1A; 1B) extending in the excavation traveling direction A, as the circular ring-shaped inner mold, FIG. As shown in FIG. 5, when the inner ring form 2 having a circular ring shape in which both end faces 6; 6 of the ring formed by a plane intersecting the central axis 5 of the ring are not parallel to each other is used, the first to third embodiments of the present invention are used. 4 is used, the rail 51 can be installed at the same position on the circumference of the inner mold 1.
That is, as shown in FIG. 12, the circular ring-shaped inner mold 2 is provided with a plurality of arc-shaped mold pieces 3 so as to make one round of the inner peripheral surface along the inner peripheral surface of the tunnel cavity. Thus, the two end faces 6; 6 of the ring are formed so as not to be parallel to each other.
At least one of both end faces 6; 6 of the inner mold 2 is formed as one continuous inclined surface having an elliptical ring shape that cuts the cylinder so as to intersect the central axis of the cylinder. That is, at least one end face 6 is an elliptical ring sandwiched between a large-diameter ellipse centered on the center of the circular ring and an ellipse having a smaller diameter than the large-diameter having the same center as the large-diameter ellipse. Formed by one continuous inclined plane.
The circular ring-shaped inner mold 2 has a configuration in which the width W in the direction along the center axis 5 of the ring on the outer peripheral surface 8 of the ring is not uniform.
The circular ring-shaped inner mold 2 opposes the arc-shaped mold surface of the plurality of mold frame pieces 3 that forms the outer peripheral surface 8 of the ring of the inner mold 2 along the inner peripheral surface of the tunnel cavity portion. 23 in a state where the piece joint surfaces 12 of the piece joint plates 11 of the arc-shaped mold piece 3 installed adjacent to each other in the circumferential direction of the inner peripheral surface of the tunnel cavity are in contact with each other. It is formed by inserting a bolt (not shown) into a bolt passage hole (not shown) corresponding to the bolt passage hole 43a, and fastening a nut (not shown) from the tip of the bolt to closely connect the piece joint surfaces 12 to each other. The

そして、掘削進行方向Aに沿って前後に互いに隣り合わせる円形リング状の内型枠2;2の端面6;6同士を突き合わせて接合していくことによって、図14;図11(a)に示すような筒の中心軸7が直線状に延長する筒状の内型枠1Aを形成したり、図15;図11(b)に示すような筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てる。
内型枠2の少なくとも一方の端面6は、トンネル空洞部の内周面に沿って内周面を1周するように複数設置された各型枠ピース3のリング継手板13のリング継手面14;14…が連続してなる上述した楕円リング形状の1つの連続傾斜面により構成される。
つまり、トンネル空洞部の内周面のトンネル掘削進行方向において互いに隣接して設置される円形リング状の内型枠2の端面6;6同士を接触させた状態で図23のボルト通し孔43bに相当するボルト通し孔10に図外のボルトを挿入し、ボルトの先端から図外のナットを締結して、掘削進行方向Aに沿って前後に隣り合う内型枠2の端面6;6同士を密接状態に結合することによって、筒の中心軸7が直線状に延長する筒状の内型枠1Aを組み立てたり、筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てる。
筒状の内型枠1A;1Bを構成する円形リング状の複数の内型枠2は、同一のものを使用する。
Then, the end faces 6; 6 of the circular ring-shaped inner molds 2; 2 adjacent to each other in the front and back along the excavation traveling direction A are butted and joined to each other, and as shown in FIG. 14; FIG. A cylindrical inner mold 1A in which the central axis 7 of the cylinder extends linearly, or a cylindrical shape in which the central axis 7 of the cylinder extends in a curved shape as shown in FIG. 15; FIG. Assemble the inner mold 1B.
The ring joint surface 14 of the ring joint plate 13 of each of the mold frame pieces 3 is provided so that at least one end surface 6 of the inner mold frame 2 makes one round of the inner peripheral surface along the inner peripheral surface of the tunnel cavity. ... Are constituted by one continuous inclined surface having the above-described elliptical ring shape.
That is, in the state where the end faces 6; 6 of the circular ring-shaped inner mold 2 installed adjacent to each other in the tunnel excavation direction on the inner peripheral surface of the tunnel cavity are in contact with each other, the bolt through holes 43b in FIG. A bolt (not shown) is inserted into the corresponding bolt through hole 10, a nut (not shown) is fastened from the tip of the bolt, and the end surfaces 6; By assembling closely, the cylindrical inner mold 1A in which the central axis 7 of the cylinder extends linearly or the cylindrical inner mold 1B in which the central axis 7 of the cylinder extends in a curved shape is assembled. .
The plurality of circular ring-shaped inner molds 2 constituting the cylindrical inner mold 1A; 1B are the same.

円形リング状の内型枠2は、例えば、図13(a)に示すように、一方の端面6と他方の端面6とが、リングの中心軸5と直交する面15に対して同じ角度α(90°よりも小さい角度)で交差する面により形成されたものを用いる。
円形リング状の内型枠2は、例えば、図13(b)に示すように、一方の端面6と他方の端面6のうちの一方の面6aが、リングの中心軸5と直交する面により形成されたものを用いてもよい。
円形リング状の内型枠2は、例えば、図13(c)に示すように、一方の端面6と他方の端面6とが、リングの中心軸5と直交する面15に対して互いに異なる角度α;β(α;βは90°よりも小さい角度)で交差する面により形成されたものを用いてもよい。
For example, as shown in FIG. 13A, the circular ring-shaped inner mold 2 has one end face 6 and the other end face 6 that are at the same angle α with respect to a face 15 perpendicular to the center axis 5 of the ring. Those formed by planes intersecting at an angle smaller than 90 ° are used.
For example, as shown in FIG. 13 (b), the circular ring-shaped inner mold frame 2 has a surface 6a of one end surface 6 and the other end surface 6 that is perpendicular to the center axis 5 of the ring. You may use what was formed.
For example, as shown in FIG. 13 (c), the circular ring-shaped inner mold frame 2 has one end face 6 and the other end face 6 at different angles with respect to the face 15 perpendicular to the center axis 5 of the ring. You may use what was formed by the surface which cross | intersects α; β (α; β is an angle smaller than 90 °).

図11;図12に示すように、円形リング状の内型枠2は、両端面6;6間の厚さ寸法の最大の位置a(幅最大位置aという)と両端面6;6間の厚さ寸法の最小の位置b(幅最小位置bという)とがリングの周方向に180°隔てた位置にそれぞれ設けられる。即ち、円形リング状の内型枠2は、外周面8の幅が、幅最小位置bから幅最大位置aに向けて連続して徐々に幅広になるように構成される。
そして、筒の中心軸7が直線状に延長する筒状の内型枠1Aを組み立てる場合には、図14;図11(a)に示すように、掘削進行方向Aに沿って隣り合う一方のリング状の内型枠2の幅最大位置aと他方のリング状の内型枠2の幅最小位置bとが一致するように隣り合う内型枠2の端面6;6同士を接合していく。即ち、筒の延長方向に向けて幅最大位置aと幅最小位置bとが交互に繰り返す真っ直ぐな筒状の内型枠1Aを組み立てる。
また、筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てる場合には、図15;図11(b)に示すように、掘削進行方向Aに沿って隣り合う一方のリング状の内型枠2及び他方のリング状の内型枠2の幅最大位置a同士が一致するように、かつ、掘削進行方向Aに沿って隣り合う一方のリング状の内型枠2及び他方のリング状の内型枠2の幅最小位置b同士が一致するように、隣り合う内型枠2;2の端面6;6同士を接合していく。即ち、筒の延長方向に向けて幅最大位置aが連続するとともに幅最小位置bが連続する曲がった筒状の内型枠1Bを組み立てる。
以上により、直線状に延長する筒の中心軸7と外周面8とが互いに平行な筒状の内型枠1Aを構築できる。この場合、図11(a)に示すように、端面6;6同士が接合されて隣り合う内型枠2;2の端面6;6の傾斜角度a1;a2の合計が180°である。
さらに、曲線状に延長する筒の中心軸7と外周面8とが互いに平行な筒状の内型枠1Bを構築できる。
また、この場合、内型枠2の幅最大位置a、内型枠2の幅最小位置bを目印として、筒の中心軸7が直線状に延長する筒状の内型枠1A、筒の中心軸7が曲線状に延長する筒状の内型枠1Bを容易に組み立てることができる。
As shown in FIG. 11; FIG. 12, the circular ring-shaped inner mold frame 2 is formed between the both end faces 6; 6 and the maximum position a (referred to as the maximum width position a) between the both end faces 6; The minimum thickness position b (referred to as the minimum width position b) is provided at a position 180 degrees apart in the circumferential direction of the ring. That is, the circular ring-shaped inner mold 2 is configured such that the width of the outer peripheral surface 8 is gradually widened continuously from the minimum width position b to the maximum width position a.
And when assembling the cylindrical inner mold 1A in which the central axis 7 of the cylinder extends linearly, as shown in FIG. 14; FIG. The end faces 6; 6 of the adjacent inner mold frames 2 are joined so that the maximum width position a of the ring-shaped inner mold frame 2 and the minimum width position b of the other ring-shaped inner mold frame 2 coincide. . That is, a straight cylindrical inner mold 1A is assembled in which the maximum width position a and the minimum width position b are alternately repeated in the extending direction of the cylinder.
Further, when assembling the cylindrical inner mold 1B in which the central axis 7 of the cylinder extends in a curved shape, as shown in FIG. 15; FIG. The ring-shaped inner mold 2 and the other ring-shaped inner mold 2 are arranged so that the maximum width positions a of the ring-shaped inner mold 2 coincide with each other, and one of the ring-shaped inner molds 2 adjacent along the excavation traveling direction A The end faces 6; 6 of the adjacent inner mold frames 2; 2 are joined together so that the minimum width positions b of the other ring-shaped inner mold frames 2 coincide with each other. That is, the bent cylindrical inner mold 1B in which the maximum width position a continues and the minimum width position b continues in the extending direction of the cylinder is assembled.
As described above, the cylindrical inner mold 1A in which the central axis 7 and the outer peripheral surface 8 of the cylinder extending linearly are parallel to each other can be constructed. In this case, as shown in FIG. 11A, the total of the inclination angles a1; a2 of the end faces 6; 6 of the inner mold frames 2;
Furthermore, it is possible to construct a cylindrical inner mold 1B in which the central axis 7 and the outer peripheral surface 8 of the cylinder extending in a curved shape are parallel to each other.
Further, in this case, the cylindrical inner mold 1A in which the central axis 7 of the cylinder extends linearly, with the maximum width position a of the inner mold 2 and the minimum width position b of the inner mold 2 as marks, and the center of the cylinder The cylindrical inner mold 1B in which the shaft 7 extends in a curved shape can be easily assembled.

つまり、複数の内型枠2;2…を掘削進行方向Aに沿って順次隣り合うように接合していく場合において、筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てる場合には、隣り合う各内型枠2;2の幅最大位置a同士及び幅最小位置b同士を一致させて接合していくが、筒の中心軸7が直線状に延長する筒状の内型枠1Aを組み立てる場合には、隣り合う各内型枠2;2は、幅最大位置aと幅最小位置bとが一致するように、隣り合う各内型枠2;2の幅最大位置a同士及び幅最小位置b同士が一致するような状態に対して一方の内型枠2がリングの中心軸5を回転中心として180°回転した状態で互いに接合されることになる。   That is, in the case where the plurality of inner molds 2; 2... Are joined so as to be sequentially adjacent to each other along the excavation traveling direction A, the cylindrical inner mold 1B in which the central axis 7 of the cylinder extends in a curved shape. In the case of assembling, the adjacent inner mold frames 2; 2 are joined with the maximum width position a and the minimum width position b being matched, but the cylindrical center axis 7 extends linearly. When assembling the inner mold 1A, the adjacent inner molds 2; 2 are adjacent to each other so that the maximum width a and the minimum width b coincide with each other. One inner mold frame 2 is bonded to each other in a state where the inner frame 2 is rotated by 180 ° around the center axis 5 of the ring with respect to a state where a and the minimum width position b coincide with each other.

即ち、リングの中心軸5と交差する平面により形成されるリングの両端面6:6が互いに平行でない円形リング状の内型枠2を用い、当該円形リング状の内型枠2;2の端面6;6同士を突き合わせて接合していくことによって、筒の中心軸7が直線状に延長する筒状の内型枠1Aを組み立てたり、筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てるので、内型枠の進行方向調整用のテーパーライナーを用いる必要がなくなるため、テーパーライナーの取り付け作業及び取り外し作業を行わなくてもよくなり、ECL工法の施工性を高めることができる。
また、内型枠2の幅最大位置a、内型枠2の幅最小位置bを目印として、筒の中心軸7が直線状に延長する筒状の内型枠1A、筒の中心軸7が曲線状に延長する筒状の内型枠1Bを容易に組み立てることができるようになる。
また、同一の複数の円形リング状の内型枠2、即ち、1種類の円形リング状の内型枠2を用いて筒状の内型枠1を組み立てるので、型枠ピース3の製造、型枠ピース3の管理を容易にできる。
That is, the ring-shaped inner mold frame 2 is used in which both end faces 6: 6 of the ring formed by a plane intersecting the center axis 5 of the ring are not parallel to each other, and the end surfaces of the inner ring-shaped frame 2; 6; By associating and joining 6 to each other, a cylindrical inner mold 1A in which the central axis 7 of the cylinder extends linearly is assembled, or a cylindrical shape in which the central axis 7 of the cylinder extends in a curved shape Since the inner mold 1B is assembled, there is no need to use a taper liner for adjusting the direction of travel of the inner mold, so there is no need to install and remove the taper liner, thereby improving the workability of the ECL method. Can do.
Also, with the maximum width position a of the inner mold frame 2 and the minimum width position b of the inner mold frame 2 as marks, a cylindrical inner mold frame 1A in which the central axis 7 of the cylinder extends linearly, and the central axis 7 of the cylinder are The cylindrical inner mold 1B extending in a curved shape can be easily assembled.
Further, since the cylindrical inner mold 1 is assembled using the same plurality of circular ring-shaped inner molds 2, that is, one type of circular ring-shaped inner mold 2, Management of the frame piece 3 can be facilitated.

尚、図11;図23;図14;図15では、図13(a)に示した形状の内型枠2を用いた場合を図示したが、図16乃至図18に、図13(a)に示した形状以外の内型枠2を用いた場合を図示した。図16(a)は図13(b)に示した形状の内型枠2を用いて筒の中心軸7が直線状に延長する筒状の内型枠1Aを組み立てた場合を図示し、図16(b)は図13(b)に示した形状の内型枠2を用いて筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てる場合を図示した。図17(a)は図13(c)に示した形状の内型枠2を用いて筒の中心軸7が直線状に延長する筒状の内型枠1Aを組み立てた場合を図示し、図17(b)は図13(c)に示した形状の内型枠2を用いて筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てる場合を図示した。図18(a)はリングの両方の端面6;6が同じ方向に傾斜する平面により形成されて互いに平行でない円形リング状の内型枠2を用いて筒の中心軸7が直線状に延長する筒状の内型枠1Aを組み立てた場合を図示し、図18(b)は図18(a)と同じ内型枠2を用いて筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てる場合を図示した。   11; FIG. 23; FIG. 14; FIG. 15 shows the case where the inner mold 2 having the shape shown in FIG. 13 (a) is used, but FIG. 16 to FIG. The case where the inner mold frame 2 other than the shape shown in FIG. FIG. 16A illustrates a case where a cylindrical inner mold 1A in which the central axis 7 of the cylinder extends linearly is assembled using the inner mold 2 having the shape shown in FIG. 13B. 16 (b) illustrates the case of assembling a cylindrical inner mold 1B in which the central axis 7 of the cylinder extends in a curved shape using the inner mold 2 having the shape shown in FIG. 13 (b). FIG. 17A illustrates a case where a cylindrical inner mold 1A in which the central axis 7 of the cylinder extends linearly is assembled using the inner mold 2 having the shape illustrated in FIG. 17 (b) illustrates the case where the cylindrical inner mold 1B in which the central axis 7 of the cylinder extends in a curved shape is assembled using the inner mold 2 having the shape shown in FIG. 13 (c). FIG. 18 (a) shows that both end faces 6; 6 of the ring are formed by planes inclined in the same direction, and the center axis 7 of the cylinder is extended linearly by using a circular ring-shaped inner mold 2 which is not parallel to each other. FIG. 18B shows the case where the cylindrical inner mold 1A is assembled, and FIG. 18B shows a cylindrical inner mold in which the central axis 7 of the cylinder extends in a curved shape using the same inner mold 2 as FIG. The case where the formwork 1B is assembled is illustrated.

筒の中心軸7が曲線状に延長する筒状の内型枠1Bを組み立てる場合において、掘削進行方向Aに沿って互いに隣り合う内型枠2;2の幅最大位置a同士及び幅最小位置b同士を必ずしも一致させる必要はない。
また、筒の中心軸7が直線状に延長する内型枠1Aの状態から筒の中心軸7が曲がるように内型枠2を接合していく場合において、直線状に延長する内型枠1Aの先頭に位置する内型枠2と当該内型枠2に接合しようとする内型枠2との幅最大位置a同士及び幅最小位置b同士を必ずしも一致させる必要はない。
即ち、掘削進行方向Aに沿って隣り合う内型枠2;2の幅最大位置a同士及び幅最小位置b同士が一致するような状態、あるいは、掘削進行方向Aに沿って隣り合う内型枠2;2の幅最大位置aと幅最小位置bとが一致するような状態に対して、掘削進行方向Aに沿って隣り合う内型枠2;2の一方の内型枠2がリングの中心軸5を回転中心として所定角度xだけ回転した状態となるよう隣り合う内型枠2;2同士を接合する。
このようにすることで、それまでの筒状の内型枠1の進行方向に対して内型枠1の進行方向を変更することができるようになる。
When assembling the cylindrical inner mold 1B in which the central axis 7 of the cylinder extends in a curved shape, the maximum width a and the minimum width b of the inner mold 2; 2 adjacent to each other along the excavation progress direction A It is not always necessary to match each other.
Further, when the inner mold 2 is joined so that the central axis 7 of the cylinder is bent from the state of the inner mold 1A in which the central axis 7 of the cylinder extends linearly, the inner mold 1A that extends linearly. The maximum width position a and the minimum width position b of the inner mold frame 2 positioned at the top of the inner mold frame 2 and the inner mold frame 2 to be joined to the inner mold frame 2 are not necessarily matched.
That is, the inner mold frames 2 adjacent to each other along the excavation progressing direction A; a state in which the maximum width positions a and the minimum width positions b of the two coincide with each other; 2; in a state where the maximum width position a and the minimum width position b of 2 coincide with each other, the inner mold frame 2 adjacent along the excavation traveling direction A; one inner mold frame 2 of 2 is the center of the ring Adjacent inner mold frames 2; 2 are joined together so as to be in a state of being rotated by a predetermined angle x with the shaft 5 as a rotation center.
By doing in this way, the advancing direction of the inner mold 1 can be changed with respect to the advancing direction of the cylindrical inner mold 1 so far.

掘削進行方向Aに沿って互いに隣り合う内型枠2;2の端面6;6が楕円リング面である場合において、幅最大位置a同士及び幅最小位置b同士が一致するように互いに隣り合う内型枠2;2が接合される場合、あるいは、幅最大位置aと幅最小位置bとが一致するように互いに隣り合う内型枠2;2が接合される場合は、接合される楕円リング面の面同士が完全に一致するが、これら以外の状態で互いに隣り合う内型枠2;2が接合される場合は、隣り合うように接合される内型枠2;2の外周面8;8間に段差δ(内型枠2の端面6に沿った方向の長さである段差δ)が生じる。   When the end surfaces 6; 6 of the inner mold frames 2; 2 adjacent to each other along the excavation traveling direction A are elliptical ring surfaces, the inner forms adjacent to each other so that the maximum width positions a and the minimum width positions b coincide with each other. When the molds 2; 2 are joined, or when the adjacent inner molds 2; 2 are joined so that the maximum width position a and the minimum width position b coincide, the elliptical ring surfaces to be joined However, when the inner mold frames 2; 2 adjacent to each other in a state other than these are joined, the outer mold surfaces 8; 8 of the inner mold frames 2; 2 joined so as to be adjacent to each other. A step δ (step δ which is the length in the direction along the end surface 6 of the inner mold 2) is generated between them.

上記段差δは、δ=1/2(D1−D)=(D/cosθ−D)/2により求まる。
ここで、
D=内型枠2のリングの外径寸法、
D1=内型枠2の端面6により形成される楕円リング面の長径寸法である(図19参照)。
The step δ is obtained by δ = 1/2 (D1-D) = (D / cos θ-D) / 2.
here,
D = outer diameter of the ring of the inner mold 2
D1 = the major axis dimension of the elliptical ring surface formed by the end face 6 of the inner mold 2 (see FIG. 19).

尚、掘削進行方向Aに沿って互いに隣り合う内型枠2;2の端面6;6同士の接合のため、図21に示すように、リング継手面として機能する端面6に形成されたボルト通し孔10の孔径(直径)d1は、ボルト通し孔10に挿入されるボルト10aの軸径d2よりも大きく形成されている。一般的には、ボルト通し孔10の孔の中心10eとボルト10aの軸の中心10fとを一致させた状態で、ボルト10aの軸の外周面とボルト通し孔10の孔の内周面との間の最短距離hは、1.5mm以内となるようにしている。この場合、内型枠2;2の端面6;6同士を接合した場合の段差δの最大許容値δmax(以下、段差最大許容値δmaxという)は、おおよそ1.5mmとなる。
上記最短距離hは、内型枠2;2の外周面8;8間に段差δが生じないように掘削進行方向Aに沿って互いに隣り合う型枠ピース3;3のリング継手面14;14に形成されたボルト通し孔10;10の中心が一致した状態から当該ボルト通し孔10;10にボルト10aを貫通させて図外のナットで締結可能な範囲においてボルト通し孔10;10の中心がずれることのできる最大距離である。即ち、掘削進行方向Aに沿って互いに隣り合うように接合されるボルト通し孔10:10の中心をずらすことにより、内型枠2;2の外周面8;8間に段差δを設けることができる。よって、掘削進行方向Aに沿って互いに隣り合う型枠ピース3;3のリング継手面14;14をボルト10a及びナットによって接合可能で、かつ、ボルト通し孔10;10の中心をずらすことのできる最大距離が段差最大許容値δmaxである。
Note that, as shown in FIG. 21, a bolt thread formed on the end surface 6 that functions as a ring joint surface is used for joining the end surfaces 6; 6 of the inner mold frames 2; 2 adjacent to each other along the excavation direction A. The hole diameter (diameter) d1 of the hole 10 is formed larger than the shaft diameter d2 of the bolt 10a inserted into the bolt through hole 10. In general, with the center 10e of the hole of the bolt through hole 10 and the center 10f of the shaft of the bolt 10a aligned, the outer peripheral surface of the shaft of the bolt 10a and the inner peripheral surface of the hole of the bolt through hole 10 are The shortest distance h between them is set to be within 1.5 mm. In this case, the maximum allowable value δmax of the step δ (hereinafter referred to as the maximum allowable step value δmax) when the end faces 6; 6 of the inner mold frames 2; 2 are joined is approximately 1.5 mm.
The shortest distance h is equal to the outer peripheral surface 8 of the inner mold 2; 2; the ring joint surfaces 14; 14 of the mold pieces 3; 3 adjacent to each other along the excavation direction A so as not to cause a step δ between them. The center of the bolt through hole 10; 10 is within a range in which the bolt 10a can be passed through the bolt through hole 10; 10 from the state where the centers of the bolt through hole 10; The maximum distance that can be displaced. That is, a step δ is provided between the outer peripheral surfaces 8; 8 of the inner mold frame 2; 2 by shifting the centers of the bolt through holes 10: 10 joined so as to be adjacent to each other along the excavation traveling direction A. it can. Therefore, the ring joint surfaces 14; 14 of the mold pieces 3; 3 adjacent to each other along the excavation direction A can be joined by the bolt 10a and the nut, and the center of the bolt through hole 10; 10 can be shifted. The maximum distance is the step maximum allowable value δmax.

そこで、段差最大許容値δmax=最短距離h=(d1−d2)/2と規定して、内型枠2のリングの中心軸5と直交する面15に対する端面6の傾斜角度θ(図20参照)の最大許容傾斜角度θmaxを、以下の式(1)により求めた。
θmax=ACOS(1/(2δmax/D+1))・・・(1)
ここで、
δmax=掘削進行方向Aに沿って隣り合うように接合された場合の各内型枠2;2の外周面8;8間の段差最大許容値である。
尚、ACOSはアークコサインである。
Therefore, the maximum step difference δmax = the shortest distance h = (d1−d2) / 2, and the inclination angle θ of the end surface 6 with respect to the surface 15 orthogonal to the central axis 5 of the ring of the inner mold 2 (see FIG. 20). ) Was determined by the following formula (1).
θmax = ACOS (1 / (2δmax / D + 1)) (1)
here,
δmax = maximum step allowable value between the outer peripheral surfaces 8; 8 of the inner molds 2; 2 when they are joined so as to be adjacent along the excavation direction A.
ACOS is an arc cosine.

式(1)からわかるように、内型枠2の端面6の最大許容傾斜角度θmaxは、段差最大許容値δmaxを決める最短距離h、さらには、内型枠2のリングの外径寸法Dによって異なってくることになる。   As can be seen from the equation (1), the maximum allowable inclination angle θmax of the end face 6 of the inner mold frame 2 depends on the shortest distance h that determines the maximum allowable step value δmax, and also the outer diameter D of the ring of the inner mold frame 2 Will be different.

上記内型枠2として、内型枠2のリングの中心軸5と直交する面15に対する端面6の最大許容傾斜角度θmaxが、上記式(1)を満たすものを用いることによって、それまでの筒状の内型枠1の進行方向に対して内型枠1の進行方向を細かく調整することが可能となる。   By using the inner mold 2 having the maximum allowable inclination angle θmax of the end surface 6 with respect to the surface 15 orthogonal to the center axis 5 of the ring of the inner mold 2 satisfies the above formula (1), It is possible to finely adjust the traveling direction of the inner mold frame 1 with respect to the traveling direction of the inner mold frame 1.

式(1)において、段差最大許容値δmaxを1.5mmとして最大許容傾斜角度θmaxを計算した場合の、内型枠2の外径Dと最大許容傾斜角度θmaxとの関係を以下の表に示す。
外径D(m) 最大許容傾斜角度θmax
6 1.81
7 1.68
8 1.57
9 1.48
10 1.40
11 1.34
12 1.28
13 1.23
14 1.19
15 1.15
16 1.11
17 1.08
18 1.05
19 1.02
20 0.99
The following table shows the relationship between the outer diameter D of the inner mold 2 and the maximum allowable inclination angle θmax when the maximum allowable inclination angle θmax is calculated with the maximum step difference allowable value δmax of 1.5 mm in the equation (1). .
Outer diameter D (m) Maximum allowable inclination angle θmax
6 1.81
7 1.68
8 1.57
9 1.48
10 1.40
11 1.34
12 1.28
13 1.23
14 1.19
15 1.15
16 1.11
17 1.08
18 1.05
19 1.02
20 0.99

上記表によれば、例えば、外径D=10mの内型枠2を用いる場合においては、内型枠2のリングの中心軸5と直交する面15に対する端面6の傾斜角度θを最大許容傾斜角度θmaxである1.40°以下にすれば、幅最大位置a同士及び幅最小位置b同士が一致するように内型枠2;2を接合したり、あるいは、幅最大位置aと幅最小位置bとが一致するように内型枠2;2を接合せずとも、それまでの筒状の内型枠1の進行方向に対して内型枠1の進行方向を変更することが可能となる。   According to the above table, for example, when the inner mold 2 having an outer diameter D = 10 m is used, the inclination angle θ of the end surface 6 with respect to the plane 15 orthogonal to the central axis 5 of the ring of the inner mold 2 is the maximum allowable inclination. If the angle θmax is 1.40 ° or less, the inner mold frames 2; 2 are joined so that the maximum width positions a and the minimum width positions b coincide with each other, or the maximum width position a and the minimum width position are joined. It is possible to change the traveling direction of the inner mold frame 1 with respect to the traveling direction of the cylindrical inner mold frame 1 up to that time without joining the inner mold frame 2; 2 so as to match b. .

即ち、内型枠2として、内型枠2のリングの中心軸5と直交する面15に対する端面6の傾斜角度θが、上記式(1)により計算された最大許容傾斜角度θmax以下に形成されたものを用いれば、必ずしも、幅最大位置a同士及び幅最小位置b同士が一致するように内型枠2;2を接合したり、あるいは、幅最大位置aと幅最小位置bとが一致するように内型枠2;2を接合する必要は無く、それまでの筒状の内型枠1の進行方向に対して内型枠1の進行方向を変更することが可能となる。   That is, as the inner mold 2, the inclination angle θ of the end surface 6 with respect to the surface 15 orthogonal to the center axis 5 of the ring of the inner mold 2 is formed to be equal to or less than the maximum allowable inclination angle θmax calculated by the above equation (1). If the inner frame 2 is used, the maximum width position “a” and the minimum width position “b” are matched, or the maximum width position “a” is matched with the minimum width position “b”. Thus, it is not necessary to join the inner mold frames 2; 2, and the traveling direction of the inner mold frame 1 can be changed with respect to the traveling direction of the cylindrical inner mold frame 1 so far.

また、内型枠2として、内型枠2のリングの中心軸5と直交する面15に対する端面6の傾斜角度θが、上記式(1)により計算された最大許容傾斜角度θmax以下に形成されたものを用いる場合において、掘削進行方向Aに沿って隣り合う内型枠2;2の幅最大位置a同士及び幅最小位置b同士が一致するような状態、あるいは、掘削進行方向Aに沿って隣り合う内型枠2;2の幅最大位置aと幅最小位置bとが一致するような状態に対して、掘削進行方向Aに沿って隣り合う内型枠2;2の一方の内型枠2がリングの中心軸5を回転中心として所定角度xだけ回転した状態となるよう隣り合う内型枠2;2同士を接合することにより、上記所定角度xを任意に設定できる。この場合、それまでの筒状の内型枠1の進行方向に対して内型枠1の進行方向を変更する場合において、内型枠1の進行方向を細かく調整できるようになる。   Further, as the inner mold 2, the inclination angle θ of the end surface 6 with respect to the surface 15 orthogonal to the center axis 5 of the ring of the inner mold 2 is formed to be equal to or less than the maximum allowable inclination angle θmax calculated by the above formula (1). In the case where the same is used, a state where the maximum width positions a and the minimum width positions b of the inner molds 2; 2 adjacent to each other along the excavation traveling direction A coincide with each other, or along the excavation progress direction A. Adjacent inner mold frames 2; one inner mold frame 2; 2 adjacent to each other along the excavation direction A in a state where the maximum width position a and the minimum width position b of two coincide with each other. The predetermined angle x can be arbitrarily set by joining adjacent inner mold frames 2; 2 so that 2 is rotated by a predetermined angle x about the center axis 5 of the ring. In this case, when the traveling direction of the inner mold 1 is changed with respect to the traveling direction of the cylindrical inner mold 1 until then, the traveling direction of the inner mold 1 can be finely adjusted.

上記所定角度xの最小角度x1は、内型枠2の中心5cと内型枠2の端面6に形成された互いに隣り合うボルト通し孔10;10の中心とを繋ぐ線10bと線10bとで挟まれた角度である(図22参照)。
よって、図22に示すように、周方向に沿って最小角度x1間隔で複数のボルト通し孔10が設けられた端面6を備えた内型枠2を用いる場合、掘削進行方向Aに沿って隣り合う内型枠2;2の幅最大位置a同士及び幅最小位置b同士が一致するような状態、あるいは、掘削進行方向Aに沿って隣り合う内型枠2;2の幅最大位置aと幅最小位置bとが一致するような状態に対して、掘削進行方向Aに沿って隣り合う内型枠2;2の一方の内型枠2がリングの中心軸5を回転中心として最小角度x1単位で回転した状態となるよう隣り合う内型枠2;2同士を接合することが可能となるので、内型枠1の進行方向を細かく調整できる。
例えば、内型枠1Bの進行方向を変更しようとする際において、内型枠1Bの先端に位置する内型枠2に新たに内型枠2を接合しようとする場合、これら内型枠2;2の幅最大位置aと幅最小位置bとを一致させた状態に対して、接合しようとする内型枠2を中心軸5を回転中心として上記所定角度xだけ回転させた状態で当該内型枠2の端面6と内型枠1Bの先端に位置する内型枠2の端面6とを接触させてから端面6;6同士を接合することにより、筒状の内型枠1Bの進行方向を細かく調整できるようになる。
The minimum angle x1 of the predetermined angle x is defined by a line 10b and a line 10b that connect the center 5c of the inner mold 2 and the centers of the adjacent bolt through holes 10; 10 formed on the end surface 6 of the inner mold 2. This is the angle between them (see FIG. 22).
Therefore, as shown in FIG. 22, when using the inner mold frame 2 including the end surface 6 provided with a plurality of bolt through holes 10 at a minimum angle x1 interval along the circumferential direction, it is adjacent along the excavation traveling direction A. In a state where the maximum width positions a and the minimum width positions b of the matching inner mold frames 2; 2 coincide with each other, or the adjacent inner mold frames 2; 2 along the excavation traveling direction A, the maximum width position a and the width For a state in which the minimum position b coincides, one inner mold 2 of the inner mold 2 adjacent to the digging progress direction A; 2 has a minimum angle x1 unit with the center axis 5 of the ring as the rotation center. The adjacent inner mold frames 2; 2 can be joined to each other so as to be in a rotated state, so that the traveling direction of the inner mold frame 1 can be finely adjusted.
For example, when it is going to change the advancing direction of the inner mold 1B, when trying to newly join the inner mold 2 to the inner mold 2 located at the tip of the inner mold 1B, these inner molds 2; 2 in which the maximum width position a and the minimum width position b are matched with each other while the inner mold frame 2 to be joined is rotated by the predetermined angle x about the central axis 5 as a rotation center. After the end surface 6 of the frame 2 and the end surface 6 of the inner mold frame 2 located at the tip of the inner mold frame 1B are brought into contact with each other and the end surfaces 6; 6 are joined together, the traveling direction of the cylindrical inner mold frame 1B is changed. Fine adjustments can be made.

掘削進行方向Aに沿って隣り合う内型枠2;2同士を、幅最大位置a同士及び幅最小位置b同士が一致するような状態、あるいは、幅最大位置aと幅最小位置bとが一致するような状態に接合する場合には、内型枠2のリングの中心軸5と直交する面15に対する端面6の傾斜角度θは上述した最大許容傾斜角度θmax以下に制限されることはない。   In the state where the maximum width position a and the minimum width position b match each other, or the maximum width position a and the minimum width position b match between the inner molds 2 adjacent to each other along the excavation traveling direction A; When joining in such a state, the inclination angle θ of the end face 6 with respect to the surface 15 orthogonal to the center axis 5 of the ring of the inner mold 2 is not limited to the above-described maximum allowable inclination angle θmax or less.

尚、型枠ピース3の製造面等を考慮すると、1種類の円形リング状の内型枠2を用いて筒状の内型枠1を組み立てることが好ましいが、例えば幅寸法の異なる複数種類の内型枠を用意してこれら複数種類の内型枠を用いて筒状の内型枠を組み立てるようにしてもよい。   In consideration of the production surface of the mold piece 3 and the like, it is preferable to assemble the cylindrical inner mold 1 using one type of circular ring-shaped inner mold 2, but for example, a plurality of types having different width dimensions An inner mold frame may be prepared and a cylindrical inner mold frame may be assembled using these plural types of inner mold frames.

上述した内型枠の組み立て方法は、円形リング状の内型枠でなく、例えば、矩形リング状の内型枠を用いて筒状の内型枠を組み立てる場合にも適用できる。   The above-described method for assembling the inner mold can be applied to the case of assembling a cylindrical inner mold using, for example, a rectangular ring-shaped inner mold rather than a circular ring-shaped inner mold.

実施形態5においては、リングの中心軸と交差する平面により形成されるリングの両端面が互いに平行でないリング状の内型枠2を用い、当該リング状の内型枠2の端面同士を突き合わせて接合していくことによって、筒の中心軸が直線状に延長する筒状に組み立てられる内型枠1Aや、筒の中心軸が曲線状に延長する筒状に組み立てられる内型枠1Bの内側の所望の位置に、実施形態1乃至4で説明したレール装置50を用いてレール51を後から容易に取付けることができるようになる。つまり、リング状の内型枠2同士がどのように連結されたとしても、レール51を内型枠1Aや内型枠1Bの内側の所望の同一位置に設置できるようになる。   In the fifth embodiment, the ring-shaped inner mold frame 2 in which both end surfaces of the ring formed by a plane intersecting the center axis of the ring are not parallel to each other is used, and the end surfaces of the ring-shaped inner mold frame 2 are butted together. By joining, the inner mold 1A that is assembled into a cylindrical shape in which the central axis of the cylinder extends linearly, and the inner mold 1B that is assembled into a cylindrical shape in which the central axis of the cylinder extends in a curved shape The rail 51 can be easily attached to a desired position later using the rail device 50 described in the first to fourth embodiments. That is, no matter how the ring-shaped inner molds 2 are connected to each other, the rail 51 can be installed at a desired same position inside the inner mold 1A and the inner mold 1B.

本発明によれば、図2に示すように、内型枠(31;1A;1B)の内側底面に、レール51の無い型枠ピース(40A;3)を積み重ねることができるようになり、型枠ピースの積み重ね高さを均等にできるので、従来のように、レールにより積み重ね高さの高くなった部分と搬送しようとする型枠ピースとが衝突して型枠ピースを前方に搬送できないという事態を防止できる。   According to the present invention, as shown in FIG. 2, it becomes possible to stack the mold piece (40A; 3) without the rail 51 on the inner bottom surface of the inner mold (31; 1A; 1B). Since the stacking height of the frame pieces can be made uniform, the situation in which the part where the stacking height is increased by the rail collides with the formwork piece to be transported and the formwork piece cannot be transported forward as in the past. Can be prevented.

31;1A;1B 内型枠、40A;3 型枠ピース、44 台車、
45a 中主桁(取付板)、45b 取付孔、50 レール装置、51 レール、
52 取付部、53;53A;53B;53C 取付手段、57 係合部、
58 係止手段、62 油圧ジャッキ(ジャッキ)、66 連結体、67 取付部材。
31; 1A; 1B inner formwork, 40A; 3 formwork pieces, 44 dolly,
45a Middle main girder (mounting plate), 45b Mounting hole, 50 rail device, 51 rail,
52 attachment part, 53; 53A; 53B; 53C attachment means, 57 engagement part,
58 locking means, 62 hydraulic jack (jack), 66 coupling body, 67 mounting member.

Claims (4)

地山を掘削した掘削孔により形成されたトンネル空洞部の内周面に沿って設置されてトンネル空洞部の内周面との間に覆工部を形成するための筒状の内型枠の内側に取付けられて内型枠の筒の中心軸に沿って延長し内型枠の筒の中心軸に沿って台車を移動させる際の台車の走行路を形成する内型枠のレールと、内型枠の内壁面に設けられた取付部と、当該取付部にレールを着脱可能に取付けるための取付手段とを備え
取付部が、内型枠の内壁面に設けられた取付板と、取付板に形成された取付孔とにより構成され、
取付手段が、取付孔に挿通される係合部と、取付孔に挿通された係合部が取付孔より外れないよう係止する係止手段とを備えたことを特徴とする内型枠のレール装置。
A cylindrical inner mold frame is formed along the inner peripheral surface of the tunnel cavity formed by the excavation hole excavated from the natural ground, and forms a lining portion between the inner peripheral surface of the tunnel cavity. A rail of the inner mold that is attached to the inner mold and that extends along the central axis of the cylinder of the inner mold and forms a travel path of the carriage when moving the cart along the central axis of the cylinder of the inner mold, An attachment portion provided on the inner wall surface of the mold, and an attachment means for detachably attaching the rail to the attachment portion ;
The mounting portion is composed of a mounting plate provided on the inner wall surface of the inner mold and a mounting hole formed in the mounting plate,
An attachment means includes an engagement portion inserted through the attachment hole, and an engagement means for engaging the engagement portion inserted through the attachment hole so that the engagement portion does not come off from the attachment hole . Rail device.
地山を掘削した掘削孔により形成されたトンネル空洞部の内周面に沿って設置されてトンネル空洞部の内周面との間に覆工部を形成するための筒状の内型枠の内側に取付けられて内型枠の筒の中心軸に沿って延長し内型枠の筒の中心軸に沿って台車を移動させる際の台車の走行路を形成する内型枠のレールと、内型枠の内壁面に設けられた取付部と、当該取付部にレールを着脱可能に取付けるための取付手段とを備え、
取付部が、内型枠の内壁面に設けられた取付板と、取付板に形成された取付孔とにより構成され、
取付手段がジャッキを備え、
ジャッキは、ピストンシリンダーの一端側に設けられた一端側係合部と、ピストンシリンダーの他端より突出するピストンの先端側に設けられた他端側係合部とを備え、
一端側係合部は、互いに向かい合う一対の取付板にそれぞれ形成された一対の取付孔のうちの一方の取付孔の径よりも大径に形成されて軸端面が取付板の板面に接触する一端側大径軸部と、一端側大径軸部の軸端面より突出して一方の取付孔に挿通される一端側小径軸部とを備え、
他端側係合部は、一対の取付孔のうちの他方の取付孔の径よりも大径に形成されて軸端面が取付板の板面に接触する他端側大径軸部と、他端側大径軸部の軸端面より突出して他方の取付孔に挿通される他端側小径軸部とを備えたことを特徴とする内型枠のレール装置。
A cylindrical inner mold frame is formed along the inner peripheral surface of the tunnel cavity formed by the excavation hole excavated from the natural ground, and forms a lining portion between the inner peripheral surface of the tunnel cavity. A rail of the inner mold that is attached to the inner mold and that extends along the central axis of the cylinder of the inner mold and forms a travel path of the carriage when moving the cart along the central axis of the cylinder of the inner mold, An attachment portion provided on the inner wall surface of the mold, and an attachment means for detachably attaching the rail to the attachment portion;
The mounting portion is composed of a mounting plate provided on the inner wall surface of the inner mold and a mounting hole formed in the mounting plate,
The attachment means is equipped with a jack,
The jack includes one end side engaging portion provided on one end side of the piston cylinder, and the other end side engaging portion provided on the tip end side of the piston protruding from the other end of the piston cylinder,
The one end side engaging portion is formed to have a diameter larger than the diameter of one of the pair of mounting holes formed in the pair of mounting plates facing each other, and the shaft end surface contacts the plate surface of the mounting plate. One end side large diameter shaft portion, and one end side small diameter shaft portion protruding from the shaft end surface of the one end side large diameter shaft portion and inserted through one mounting hole,
The other end side engaging portion is formed with a diameter larger than the diameter of the other mounting hole of the pair of mounting holes, and the other end side large diameter shaft portion whose shaft end surface contacts the plate surface of the mounting plate, and the other projects from the axial end surface of the end side large diameter portion rail arrangement in the mold you, characterized in that a second end small-diameter shaft portion which is inserted into the other mounting hole.
地山を掘削した掘削孔により形成されたトンネル空洞部の内周面に沿って設置されてトンネル空洞部の内周面との間に覆工部を形成するための筒状の内型枠の内側に取付けられて内型枠の筒の中心軸に沿って延長し内型枠の筒の中心軸に沿って台車を移動させる際の台車の走行路を形成する内型枠のレールと、内型枠の内壁面に設けられた取付部と、当該取付部にレールを着脱可能に取付けるための取付手段とを備え、
取付部が、内型枠の内壁面に設けられた取付板と、取付板に形成された取付孔とにより構成され、
取付手段が、互いに向かい合う一対の取付板にそれぞれ形成された一対の取付孔のうちの一方の取付孔に挿通される係合部と、当該一対の取付孔のうちの他方の取付孔に挿通されて他方の取付孔に係合する如く進退可能なピストンを有したジャッキと、一方の取付孔に挿通された係合部が一方の取付孔より外れないよう係止する係止手段とを備えたことを特徴とする内型枠のレール装置。
A cylindrical inner mold frame is formed along the inner peripheral surface of the tunnel cavity formed by the excavation hole excavated from the natural ground, and forms a lining portion between the inner peripheral surface of the tunnel cavity. A rail of the inner mold that is attached to the inner mold and that extends along the central axis of the cylinder of the inner mold and forms a travel path of the carriage when moving the cart along the central axis of the cylinder of the inner mold, An attachment portion provided on the inner wall surface of the mold, and an attachment means for detachably attaching the rail to the attachment portion;
The mounting portion is composed of a mounting plate provided on the inner wall surface of the inner mold and a mounting hole formed in the mounting plate,
The attachment means is inserted into one of the pair of attachment holes formed in the pair of attachment plates facing each other and inserted into the other attachment hole of the pair of attachment holes. And a jack having a piston which can be advanced and retracted so as to engage with the other mounting hole, and a locking means for locking the engaging portion inserted through the one mounting hole so as not to be disengaged from the one mounting hole. rail arrangement in the mold you wherein a.
状の内型枠は、弧状の型枠ピースをトンネル空洞部の内周面に沿って内周面を1周するように複数設置してリング状の内型枠を形成し、このリング状の内型枠を掘削進行方向に向けて順次設けて掘削進行方向に延長する筒状に組み立てられる内型枠であって、複数のリング状の内型枠として、リングの中心軸と交差する平面により形成されるリングの両端面が互いに平行でないものを用い、当該リング状の内型枠の端面同士を突き合わせて接合していくことによって、筒の中心軸が直線状に延長する筒状に組み立てられたり、筒の中心軸が曲線状に延長する筒状に組み立てられる内型枠であることを特徴とする請求項1乃至請求項のいずれか一項に記載の内型枠のレール装置。 The cylindrical inner mold forms a ring-shaped inner mold by arranging a plurality of arc-shaped mold pieces so as to make one round of the inner peripheral surface along the inner peripheral surface of the tunnel cavity. The inner mold is sequentially assembled in the direction of excavation and is assembled in a cylindrical shape extending in the direction of excavation, and is a plane that intersects the central axis of the ring as a plurality of ring-shaped inner molds Assembling into a cylindrical shape in which the central axis of the cylinder is linearly extended by using both the end faces of the ring formed of it is or rail system of the inner mold according to any one of claims 1 to 3 the central axis of the cylinder is being in the formwork to be assembled in a cylindrical shape extending in a curve.
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