JPH09117013A - Formwork device for side coil support side wall of levitation railway - Google Patents
Formwork device for side coil support side wall of levitation railwayInfo
- Publication number
- JPH09117013A JPH09117013A JP26455795A JP26455795A JPH09117013A JP H09117013 A JPH09117013 A JP H09117013A JP 26455795 A JP26455795 A JP 26455795A JP 26455795 A JP26455795 A JP 26455795A JP H09117013 A JPH09117013 A JP H09117013A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- side wall
- mold
- gate
- frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Railway Tracks (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
Abstract
(57)【要約】
【目的】浮上式鉄道の地上コイル支持側壁を補助支持車
輪走行路等と同時に精確に短期間で構築するための型枠
装置を提供する。
【構成】地上コイル支持側壁5の一定長さ部分構築用の
型枠4を、基盤2上で側壁長さ方向に移動可能な門型支
持枠11の内部に保持する。支持枠11上の型枠4を跨ぐ位
置に傾斜して固定可能な可動梁12を設け、型枠4と可動
梁12との間及び型枠4と支持枠11との間にジャッキ14を
接続する。基盤2上で支持枠11を移動させて側壁5構築
位置へ型枠4を配置し、可動梁12の傾斜とジャッキ14の
長さとを調節して型枠4の位置及び姿勢を精確に定め
る。好ましくは門型支持枠11を、少なくとも側壁5の長
さ方向両端で型枠4を跨ぐ2個以上の門型部材(1対の
柱11a及び梁11bからなる。)と両端で隣接門型部材に結
合された桁11cと各門型部材の下端に取付けた車輪11w等
とによって構成し、各門型部材に可動梁12を傾斜して固
定可能な態様で設ける。
(57) [Abstract] [Purpose] To provide a formwork device for accurately constructing a ground coil support side wall of a levitation railway at the same time as an auxiliary support wheel running path and the like in a short period of time. [Structure] A formwork 4 for constructing a part of a fixed length of a ground coil support side wall 5 is held inside a gate form support frame 11 which is movable on a base 2 in the side wall length direction. A movable beam 12 that can be tilted and fixed is provided at a position on the support frame 11 across the form frame 4, and a jack 14 is connected between the form frame 4 and the movable beam 12 and between the form frame 4 and the support frame 11. To do. The support frame 11 is moved on the base 2 to place the form 4 at the side wall 5 building position, and the position and posture of the form 4 are accurately determined by adjusting the inclination of the movable beam 12 and the length of the jack 14. Preferably, the gate-shaped support frame 11 is composed of two or more gate-shaped members (consisting of a pair of columns 11a and beams 11b) straddling the mold 4 at least at both ends in the lengthwise direction of the side wall 5 and adjacent gate-shaped members at both ends. And a wheel 11w and the like attached to the lower end of each gate-shaped member, and the movable beam 12 is inclined and fixed to each gate-shaped member.
Description
【発明の詳細な説明】Detailed Description of the Invention
【0001】[0001]
【産業上の利用分野】本発明は、浮上式鉄道の地上コイ
ル支持側壁(以下、側壁という場合がある。)用型枠装
置に関し、とくに浮上式鉄道の車輌に対する地上コイル
支持側壁と補助支持車輪走行路とを同時に構築する構造
の地上コイル支持側壁用型枠装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork device for a ground coil supporting side wall (hereinafter sometimes referred to as a side wall) of a levitation railway, and more particularly to a ground coil supporting side wall and an auxiliary supporting wheel for a levitation railway vehicle. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground coil supporting side wall formwork device having a structure for simultaneously constructing a traveling path.
【0002】[0002]
【従来の技術】列車の推進方式及び車体の支持・案内方
式を革新して高速化した浮上式鉄道が注目されている。
地上に一次推進用コイルを配置して車上に磁石あるいは
導体を配置した地上一次リニアモータにより推進力を得
る浮上式の一例を図10に示す。この例における列車の車
輌40は、地上コイル支持側壁5に固定の浮上案内用地上
コイル42中の誘導電流と車上の超伝導磁石43との間の磁
気力によって浮上・案内され、同じく側壁5に固定の推
進用地上コイル45中の電流と車上の磁石との作用により
推進される。浮上しない時は補助支持車輪46により車輌
40を支持し、必要に応じ補助案内車輪47が補助的な案内
機能を果す。2. Description of the Related Art A levitation type railway has been attracting attention due to an innovation in train propulsion system and car body support / guide system.
Figure 10 shows an example of a levitation system in which a primary propulsion coil is placed on the ground and a propulsive force is obtained by a ground primary linear motor in which a magnet or conductor is placed on the vehicle. The train vehicle 40 in this example is levitated and guided by the magnetic force between the induced current in the levitation guide ground coil 42 fixed to the ground coil supporting side wall 5 and the superconducting magnet 43 on the car, and the side wall 5 is also used. It is propelled by the action of the current in the fixed propulsion ground coil 45 and the magnet on the vehicle. The vehicle is supported by the auxiliary support wheels 46 when it does not float.
40 is supported, and auxiliary guide wheels 47 perform an auxiliary guide function as needed.
【0003】この場合、地上構造物41とくに地上コイル
42及び45を支える側壁5は車輌40の乗り心地上格別の高
精度で構築しなければならない。In this case, the ground structure 41, especially the ground coil
The side wall 5 that supports 42 and 45 must be constructed with extremely high accuracy in terms of riding comfort of the vehicle 40.
【0004】[0004]
【発明が解決しようとする課題】側壁5をコンクリート
構造物とする場合は、型枠が必要である。この型枠は、
軌道の曲線部のカント設定区間をも含めて精度よく側壁
5を設置できるものであることが求められ、また、これ
らの構造物の構築をできるだけ短時間で行えることが望
ましい。しかし、浮上式鉄道の長距離に亘る側壁5に求
められる高精度のコンクリート構造を短時間内に構築す
るに必要な型枠装置が存在せずその開発が求められてい
る。When the side wall 5 is a concrete structure, a mold is required. This formwork
It is required that the side wall 5 can be accurately installed including the cant setting section of the curved portion of the track, and it is desirable that these structures can be constructed in the shortest possible time. However, there is no formwork device necessary for constructing the highly accurate concrete structure required for the long-distance side wall 5 of the levitation railway in a short time, and its development is required.
【0005】よって、本発明の目的は、浮上式鉄道の地
上コイル支持側壁を精確にしかも短時間で構築するため
の型枠装置を提供するにある。Accordingly, it is an object of the present invention to provide a formwork device for constructing a ground coil supporting side wall of a levitation railway accurately and in a short time.
【0006】[0006]
【課題を解決するための手段】図1〜3の実施例を参照
するに、本発明による浮上式鉄道の地上コイル支持側壁
用型枠装置1は、浮上走行車輌40(図10)に対する地上
コイル支持側壁5を基盤2上に構築するためのものであ
って、側壁5の一定長さ部分構築用の型枠4、型枠4を
内部に保持しつつ基盤2上で前記長さ方向に移動可能な
門型支持枠11、支持枠11上の型枠4を跨ぐ位置に傾斜し
て固定可能な可動梁12、並びに型枠4と可動梁12との間
及び型枠4と支持枠11との間に固定されたジャッキ14を
備え、基盤2上で支持枠11を移動させて側壁5構築位置
へ型枠4を配置し、可動梁12の傾斜とジャッキ14の長さ
とを調節して型枠4の位置及び姿勢を精確に定めるもの
である。1 to 3, the ground coil supporting side wall formwork apparatus 1 for a levitation railway according to the present invention is a ground coil for a levitation vehicle 40 (FIG. 10). A form 4 for constructing a supporting side wall 5 on the base 2, and a form 4 for constructing a part of the side wall 5 of a certain length, and moving in the length direction on the base 2 while holding the form 4 inside. Possible gate type support frame 11, movable beam 12 that can be fixed at a position straddling the form frame 4 on the support frame 11, and between the form frame 4 and the movable beam 12 and between the form frame 4 and the support frame 11. With the jack 14 fixed between the two, the support frame 11 is moved on the base 2 to place the form frame 4 on the side wall 5 building position, and the inclination of the movable beam 12 and the length of the jack 14 are adjusted. The position and the posture of the frame 4 are accurately determined.
【0007】好ましくは門型支持枠11を、側壁5の長さ
方向両端で型枠4を跨ぐ2個以上の門型部材(柱11a及
び梁11b)と両端で隣接門型部材に結合された桁11cと各
門型部材の下端に取付けた車輪11wとによって構成し、
各門型部材に可動梁12を傾斜して固定可能な態様で設け
る。Preferably, the gate-shaped support frame 11 is connected to two or more gate-shaped members (column 11a and beam 11b) straddling the frame 4 at both ends in the lengthwise direction of the side wall 5 and adjacent gate-shaped members at both ends. It is composed of a girder 11c and a wheel 11w attached to the lower end of each gate-shaped member,
The movable beam 12 is provided on each gate-shaped member in an inclined and fixable manner.
【0008】[0008]
【作用】図1を参照するに型枠4は、複数のジャッキ14
によって、門型支持枠11上に傾斜して固定可能な可動梁
12と門型支持枠11自体とへ固定されるので、移動中も門
型支持枠11に保護され、型枠4自体の精度を長距離に亘
る側壁5の構築中も維持することができる。門型支持枠
11に対する型枠4の相対位置を、ジャッキ14の長さ調節
により容易に制御することができるので、門型支持枠11
を比較的大まかな精度で位置決めした後型枠4の位置を
高精度で定めることができる。さらにカントが必要な場
合には、図2に示すように可動梁12を所要カントに応じ
て傾斜させた後、ジャッキ14により型枠4を所要カント
の角度に精確に傾けることができる。従って、カントの
ある軌道部分においても側壁5を精確な位置に精確な形
状で構築することができる。Operation Referring to FIG. 1, the form 4 comprises a plurality of jacks 14
The movable beam that can be fixed on the gate-shaped support frame 11 by tilting
Since it is fixed to 12 and the gate type support frame 11 itself, it is protected by the gate type support frame 11 during movement, and the precision of the form frame 4 itself can be maintained even during the construction of the side wall 5 over a long distance. Gate support frame
Since the relative position of the formwork 4 with respect to 11 can be easily controlled by adjusting the length of the jack 14, the gate form support frame 11
The position of the mold 4 can be determined with high accuracy after the positioning is performed with relatively rough accuracy. When a cant is further required, the movable beam 12 can be tilted according to the required cant as shown in FIG. 2, and then the formwork 4 can be accurately tilted by the jack 14 to the required cant angle. Therefore, it is possible to construct the side wall 5 at an accurate position and with an accurate shape even in a track portion having a cant.
【0009】よって、高精度の側壁5の構築が可能にな
る。しかも、型枠4を組立てたまま門型支持枠11と共に
移動するので、コンクリート打設ごとの型枠組立てが不
要となり、移動及び型枠組立てが簡単になり、側壁5の
構築時間の短縮が可能になる。好ましくは、門型支持枠
11に車輪11wを取付け、移動の一層の迅速化を図る。Therefore, it is possible to construct the side wall 5 with high accuracy. Moreover, since the formwork 4 is moved together with the gate form support frame 11 while being assembled, it is not necessary to assemble the formwork for each concrete placing, the movement and the formwork assembly are simplified, and the construction time of the side wall 5 can be shortened. become. Preferably, a gate type support frame
Wheels 11w are attached to 11 to further speed up the movement.
【0010】こうして、本発明の目的ある「浮上式鉄道
の地上コイル支持側壁を精確にしかも短時間で構築する
ための型枠装置」の提供が達成される。Thus, the object of the present invention is to provide a "formwork device for accurately constructing a ground coil supporting side wall of a levitation railway in a short time".
【0011】[0011]
【実施例】図1は、1対の側壁5と共に補助支持車輪45
に対する走行路7及びそれらの連結構造部分をも同時に
構築する型枠4を示すが、本発明はこの実施例に限定さ
れない。図示例の門型支持枠11は、少なくとも型枠4を
側壁5の長さ方向両端で跨ぐ2個以上の門型部材(1対
の柱11aと梁11bからなる。)を有し、門型部材の各柱11
aは2本のチャンネル部材からなる。各門型部材の1対
の柱11aの各々におけるチャンネル部材2本の間に可動
梁12の端部を嵌入し、両柱11aにより可動梁12を傾斜し
て固定可能な態様で保持させる。隣接門型部材を桁11c
で結合して強固な構造とし、各門型部材の柱11aの下端
に車輪11wを取付け移動を容易にしている。また、型枠
4の上端を結合手段19で型枠支持梁13に固定し、その型
枠支持梁13の両端を2台づつのジャッキ14により門型支
持枠11の柱11aに取付けた横部材11dの両端にそれぞれほ
ぼ水平方向に連結して、横方向及び側壁5の方向に移動
可能とし、2台のジャッキ14により型枠支持梁13を可動
梁12へ縦方向に連結し両ジャッキの長さを等しく保つこ
とにより型枠支持梁13を可動梁12と平行に保持してい
る。支持梁13をこのように保持すれば、可動梁12を所要
のカントに傾けて門型支持枠11の柱11aに固定するだけ
で、型枠4を図2のように所要の角度に傾斜させ、所望
の傾斜の側壁5を精確にしかも迅速に構築することがで
きる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT FIG. 1 shows an auxiliary support wheel 45 with a pair of side walls 5.
Although the formwork 4 for simultaneously constructing the runway 7 and the connecting structure parts thereof is shown, the present invention is not limited to this embodiment. The gate-shaped support frame 11 of the illustrated example has at least two gate-shaped members (consisting of a pair of columns 11a and beams 11b) that straddle at least the frame 4 at both ends in the longitudinal direction of the side wall 5, and has a gate-shaped structure. Each pillar of member 11
a consists of two channel members. The end of the movable beam 12 is fitted between the two channel members in each of the pair of columns 11a of each gate-shaped member, and the columns 11a hold the movable beam 12 in a tiltable and fixable manner. Girder 11c for adjacent gate type members
The wheels 11w are attached to the lower ends of the pillars 11a of each gate-shaped member to facilitate movement. Further, a horizontal member in which the upper end of the formwork 4 is fixed to the formwork support beam 13 by the coupling means 19, and both ends of the formwork support beam 13 are attached to the columns 11a of the gate form support frame 11 by two jacks 14. The two ends of 11d are connected to each other in a substantially horizontal direction so that they can be moved in the lateral direction and the direction of the side wall 5, and two formwork supporting beams 13 are connected to the movable beam 12 in the vertical direction by two jacks 14 so that the length of both jacks is increased. By maintaining the same height, the form supporting beam 13 is held parallel to the movable beam 12. If the support beam 13 is held in this way, the movable beam 12 can be tilted to the required cant and fixed to the pillar 11a of the gate-shaped support frame 11, and the formwork 4 can be tilted to the required angle as shown in FIG. Therefore, the side wall 5 having a desired inclination can be accurately and quickly constructed.
【0012】図1の点線丸III、IVの部位の拡大断面で
ある図3及び図4は、型板3をヒンジ25及び26で結合し
て型枠4を形成する場合の構造を示す。図中25a、26aは
軸受け部を、25b、26bは軸部をそれぞれ表わす。このヒ
ンジ構造が脱型を容易にし、側壁5の構築の高速化の一
助となることは明らかである。図1の点線長丸Vの部位
の拡大断面である図5は、型枠4の両端型板3の下端部
分に当該型板3と水密に摺動可能に設けたスライド部材
20を示す。摺動を容易にするため、スライド部材20と型
板3との間にグリス等を塗布してもよい。そのスライド
部材20の下端に半円筒形のゴム等の可撓性の基盤接触部
材22を取付け、型枠4の姿勢の如何に拘らず両端型板3
の下端を基盤2へ確実に当接させる。必要に応じ、接触
部材22が接触する付近の基盤2にH型鋼24などを予め埋
め込んでおく。FIGS. 3 and 4, which are enlarged cross-sections of the dotted circles III and IV in FIG. 1, show a structure in which the template 3 is joined by the hinges 25 and 26 to form the template 4. In the figure, 25a and 26a represent bearing portions, and 25b and 26b represent shaft portions. It is clear that this hinge structure facilitates demolding and helps speed up the construction of the sidewall 5. FIG. 5, which is an enlarged cross-sectional view of the portion indicated by the dotted ellipse V in FIG.
Indicates 20. To facilitate sliding, grease or the like may be applied between the slide member 20 and the template 3. A flexible base contact member 22 such as a semi-cylindrical rubber is attached to the lower end of the slide member 20, and the both end mold plates 3 are irrespective of the posture of the mold frame 4.
Firmly abut the lower end of the base on the base 2. If necessary, an H-shaped steel 24 or the like is embedded in advance in the base 2 near the contact member 22.
【0013】車輪走行路7の補助支持車輪46に接する頂
面へのコンクリート充填を完全にするため、この頂面に
対する型枠4の型板3の対向部分において、図6の例の
ように、軌道の直線部(図6(A))では走行路7の両端
上部に、軌道の曲線部(図6(B))では上方となる側の
上端部にスペーサ28を挟んで固定しコンクリート充填間
隙部27を形成してもよい。図6では、缶詰のパイナップ
ル状のスペーサ28を挟んでボルト30とナット31で固定し
ているが、他の固定手段を用いてもよい。この間隙部27
に充填したコンクリートは、硬化後に切断除去する。In order to completely fill the top surface of the wheel traveling path 7 in contact with the auxiliary support wheels 46 with concrete, at the portion of the template 3 of the form 4 facing the top surface, as shown in the example of FIG. The straight part of the track (Fig. 6 (A)) is fixed to the upper ends of both ends of the road 7 and the upper end of the curved part of the track (Fig. 6 (B)) on the upper side with a spacer 28 between them. The part 27 may be formed. In FIG. 6, the canned pineapple-shaped spacer 28 is sandwiched between the bolts 30 and the nuts 31, but other fixing means may be used. This gap 27
The concrete filled in is cut and removed after hardening.
【0014】型枠4の側壁長さ方向両端を閉鎖するた
め、型板3の前記長さ方向両端に折返しフランジ部を設
け、型枠4の前記長さ方向両端開口以上の大きさの例え
ば図7に示す妻型枠9をその折返しフランジ部に密着さ
せて固定する。In order to close both ends of the mold 4 in the lengthwise direction of the side wall, folding flange portions are provided at both ends of the mold plate 3 in the lengthwise direction. The gable form frame 9 shown in FIG. 7 is fixed in close contact with the folded flange portion.
【0015】一回のコンクリート打設で構築する側壁5
の長さ、即ち型枠4の長さは、車輌40及び軌道の諸条件
により定まるが、例えば最短の基準点間隔として12.6m
が提案されている。好ましくは、型枠4の長さを所要基
準点間隔より僅かに大きくし、その長さ方向両端付近の
横断方向中央部に図8に示すような穴15を穿ち、その穴
15の中心間の距離を所要の基準点間隔に等しくする。型
枠4の位置決めに当っては、図8に示すように一方の穴
15の立上がり部15aを利用して位置調整用の指針16付き
の指針ユニット17を取付け、先行打設部分に設けた基準
点10と指針16が一致するようにジャッキ14を操作して型
枠4を適正位置に調整して門型支持枠11に固定する。位
置決め後は、図9の蓋部材18により穴15を閉塞する。Side wall 5 constructed by one-time concrete placement
The length of the mold, that is, the length of the formwork 4 is determined by the conditions of the vehicle 40 and the track, but for example, the shortest reference point interval is 12.6 m.
Has been proposed. Preferably, the length of the mold 4 is made slightly larger than the required reference point distance, and a hole 15 as shown in FIG.
Make the distance between the centers of 15 equal to the required reference point spacing. When positioning the form 4, one of the holes
A pointer unit 17 with a pointer 16 for position adjustment is attached using the rising portion 15a of 15 and the jack 14 is operated so that the reference point 10 provided at the preceding placing portion and the pointer 16 are aligned, and the form 4 Is adjusted to an appropriate position and fixed to the gate type support frame 11. After the positioning, the hole 15 is closed by the lid member 18 shown in FIG.
【0016】[0016]
【発明の効果】以上詳細に説明したように本発明の浮上
式鉄道の地上コイル支持側壁用型枠装置は、型枠をジャ
ッキと可動梁とを用いて門型支持枠に取付け、その門型
支持枠に支持したまま型枠を移動しジャッキの長さ調節
により型枠の精確な位置決めをするので、次の顕著な効
果を奏する。As described in detail above, the formwork device for the ground coil supporting side wall of the levitation railway according to the present invention mounts the formwork on the gate type support frame using the jack and the movable beam, Since the mold is moved while being supported by the support frame and the length of the jack is adjusted to accurately position the mold, the following remarkable effects are obtained.
【0017】(イ)浮上式鉄道の地上コイル支持側壁を精
確に構築することができる。 (ロ)軌道のカント部分においても上記側壁を所要の傾斜
姿勢で精確に構築できる。 (ハ)上記側壁の構築を迅速化することができる。 (ニ)上記側壁と補助支持車輪走行路とを精確な相対位置
に同時構築できる。 (ホ)隣接するコンクリート打設位置の相互関係を精確に
制御することができる。(A) The ground coil supporting side wall of the levitation railway can be constructed accurately. (B) Even in the cant part of the track, the side wall can be accurately constructed with a required inclination posture. (C) The construction of the side wall can be speeded up. (D) The side wall and the auxiliary support wheel traveling path can be simultaneously constructed at accurate relative positions. (E) It is possible to precisely control the mutual relationship between the adjacent concrete pouring positions.
【図1】は、本発明の一実施例の説明図である。FIG. 1 is an explanatory diagram of one embodiment of the present invention.
【図2】は、軌道のカント部における型枠装置の姿勢の
説明図である。FIG. 2 is an explanatory diagram of the posture of the formwork device in the cant part of the track.
【図3】は、図1の点線丸IIIの部位の拡大断面図であ
る。FIG. 3 is an enlarged cross-sectional view of a part indicated by a dotted circle III in FIG.
【図4】は、図1の点線丸IVの部位の拡大断面図であ
る。4 is an enlarged cross-sectional view of a portion indicated by a dotted circle IV in FIG.
【図5】は、図1の点線長丸Vの部位の拡大断面図であ
る。5 is an enlarged cross-sectional view of a portion indicated by a dotted line ellipse V in FIG.
【図6】は、図1の点線丸VIの部位の拡大断面図であ
る。FIG. 6 is an enlarged cross-sectional view of a portion indicated by a dotted circle VI in FIG.
【図7】は、妻型枠の説明図である。FIG. 7 is an explanatory diagram of a gable form.
【図8】は、基準点に位置合せすべき指針ユニットの説
明図である。FIG. 8 is an explanatory diagram of a pointer unit to be aligned with a reference point.
【図9】は、位置合せ後に指針ユニットと交換する蓋部
材の説明図である。FIG. 9 is an explanatory diagram of a lid member that is replaced with a pointer unit after alignment.
【図10】は、浮上式車輌の説明図である。FIG. 10 is an explanatory diagram of a floating vehicle.
1 型枠装置 2 基盤 3 型板 4 型枠 5 地上コイル支持側壁 7 補助支持車輪走行路 9 妻型枠 10 基準点 11 門型支持枠 12 可動梁 13 型枠支持梁 14 ジャッキ 15 穴 16 指針 17 指針ユニット 18 蓋部材 19 結合手段 20 スライド部材 22 基盤接触部材 24 H型鋼 25、26 ヒンジ 27 間隙部 28 スペーサ 30 ボルト 31 ナット 40 車輌 41 地上構造物 42 浮上案内用地上コイル 43 超伝導磁石 45 推進用地上コイル 46 補助支持車輪 47 補助案内車輪。 1 Formwork Device 2 Base 3 Formplate 4 Formwork 5 Ground Coil Support Sidewall 7 Auxiliary Coil Supporting Road 9 Auxiliary Support Wheel 9 Gable Formwork 10 Reference Point 11 Gate Form Support Frame 12 Movable Beam 13 Formwork Support Beam 14 Jack 15 Hole 16 Pointer 17 Pointer unit 18 Lid member 19 Coupling means 20 Slide member 22 Base contact member 24 H-shaped steel 25, 26 Hinge 27 Gap 28 Spacer 30 Bolt 31 Nut 40 Vehicle 41 Ground structure 42 Floating guide ground coil 43 Superconducting magnet 45 Propulsion land Upper coil 46 Auxiliary support wheel 47 Auxiliary guide wheel.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 藤▲崎▼ 清 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Fuji ▲ Saki ▼ Kiyo 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd.
Claims (7)
を基盤上に構築するための型枠装置において、側壁の一
定長さ部分構築用の型枠、前記型枠を内部に保持しつつ
基盤上で前記長さ方向に移動可能な門型支持枠、前記支
持枠上の前記型枠を跨ぐ位置に傾斜して固定可能な可動
梁、並びに前記型枠と可動梁との間及び前記型枠と支持
枠との間に固定されたジャッキを備え、基盤上で前記支
持枠を移動させて側壁構築位置へ前記型枠を配置し、前
記可動梁の傾斜と前記ジャッキの長さとを調節して前記
型枠の位置及び姿勢を精確に定めてなる浮上式鉄道の地
上コイル支持側壁用型枠装置。1. A formwork device for constructing a ground coil supporting side wall for a levitation vehicle on a base, a formwork for constructing a part of a constant length of the side wall, on the base while holding the formwork inside. A gate-shaped support frame movable in the length direction, a movable beam that can be fixed while being inclined at a position on the support frame straddling the mold, and between the mold and the movable beam and between the mold and the support. A mold fixed to a frame is provided, the support frame is moved on a base to arrange the mold at a side wall building position, and the inclination of the movable beam and the length of the jack are adjusted to make the mold. A formwork device for a ground coil supporting side wall of a levitation railway in which the position and posture of the frame are accurately determined.
持枠を、前記型枠を少なくとも前記長さ方向両端で跨ぐ
2個以上の門型部材と両端で隣接の前記門型部材に結合
された桁と前記各門型部材の下端に取付けた車輪とによ
って構成し、前記可動梁を前記各門型部材に傾斜して固
定可能に取付けてなる浮上式鉄道の地上コイル支持側壁
用型枠装置。2. The formwork apparatus according to claim 1, wherein the gate form support frame is provided on at least two gate form members straddling the form frame at least at both ends in the length direction and the gate form members adjacent at both ends. A mold for a ground coil supporting side wall of a levitation railway, which is composed of coupled girders and wheels attached to the lower ends of the gate-shaped members, and in which the movable beams are fixedly attached to the gate-shaped members in a tiltable manner. Frame device.
型枠に、前記側壁と車輌の補助支持車輪走行路とを同時
に構築するためのヒンジ結合型板を含めてなる浮上式鉄
道の地上コイル支持側壁用型枠装置。3. The formwork apparatus according to claim 1 or 2, wherein the formwork includes a hinge-coupling form plate for simultaneously constructing the side wall and an auxiliary support wheel traveling path of a vehicle. Forming device for the ground coil supporting side wall.
前記型枠の所定位置に蓋部材で密閉可能な少なくとも1
個の小さな穴を穿ち、前記穴に取付け可能な指針を設
け、前記穴に取付けた指針を基盤側の基準点に心合わせ
して型枠を精確に位置決めし、前記位置決めの後前記穴
を蓋部材で密閉してなる浮上式鉄道の地上コイル支持側
壁用型枠装置。4. The formwork device according to claim 1, 2 or 3,
At least one that can be sealed at a predetermined position of the mold with a lid member
Drill small holes, provide a pointer that can be attached to the hole, align the pointer attached to the hole with the reference point on the base side to accurately position the mold, and after positioning, cover the hole. Formwork device for the side coil support side wall of the levitation type railway that is sealed with members.
て、前記型枠の前記長さ方向と直交方向の両端型板の下
端部分に当該型板と水密に摺動可能なスライド部材を設
け、前記スライド部材の下端に可撓性の基盤接触部材を
取付け、前記型枠の姿勢の如何に拘らず前記直交方向の
両端型板の下端を基盤へ確実に当接させてなる浮上式鉄
道の地上コイル支持側壁用型枠装置。5. The formwork apparatus according to claim 1, 2, 3 or 4, wherein slides which are watertightly slidable on the lower end parts of the mold plates at both ends in a direction orthogonal to the length direction of the formwork. A float provided by providing a member, attaching a flexible base contact member to the lower end of the slide member, and reliably contacting the lower ends of the two end template plates in the orthogonal direction to the base regardless of the posture of the mold. Forming device for the side coil support side wall of the railway.
おいて、前記型枠の上端に型枠支持梁を固定し、前記型
枠支持梁の両端をジャッキにより前記門型支持枠へ連結
し、2台のジャッキにより前記型枠支持梁を前記可動梁
へ連結し両ジャッキの長さを等しく保つことにより前記
型枠支持梁を前記可動梁と平行に保持してなる浮上式鉄
道の地上コイル支持側壁用型枠装置。6. The formwork apparatus according to claim 1, 2, 3, 4, or 5, wherein a formwork support beam is fixed to an upper end of the formwork, and both ends of the formwork support beam are jacked to support the gate form. Levitation type in which the frame supporting beam is connected in parallel to the movable beam by connecting the frame supporting beam to the movable beam with two jacks and keeping the lengths of both jacks equal. Formwork device for the side coil support side rail of railway.
置において、前記型枠の型板の前記長さ方向両端に折返
しフランジ部を設け、前記型枠の前記長さ方向両端開口
以上の大きさの妻型枠を前記フランジ部に固定してなる
浮上式鉄道の地上コイル支持側壁用型枠装置。7. The formwork apparatus according to claim 1, 2, 3, 4, 5 or 6, wherein folded flange portions are provided at both ends of the mold plate of the form in the length direction, and the length of the formwork is increased. A formwork device for a ground coil supporting side wall of a levitation railway, in which a gable form having a size equal to or larger than openings at both ends in a direction is fixed to the flange portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26455795A JP3351665B2 (en) | 1995-10-12 | 1995-10-12 | Formwork for ground coil supporting side wall of floating railway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26455795A JP3351665B2 (en) | 1995-10-12 | 1995-10-12 | Formwork for ground coil supporting side wall of floating railway |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09117013A true JPH09117013A (en) | 1997-05-02 |
| JP3351665B2 JP3351665B2 (en) | 2002-12-03 |
Family
ID=17404940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP26455795A Expired - Fee Related JP3351665B2 (en) | 1995-10-12 | 1995-10-12 | Formwork for ground coil supporting side wall of floating railway |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3351665B2 (en) |
-
1995
- 1995-10-12 JP JP26455795A patent/JP3351665B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP3351665B2 (en) | 2002-12-03 |
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