JP2012036646A - Platform end concrete form and construction method of platform end - Google Patents

Platform end concrete form and construction method of platform end Download PDF

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JP2012036646A
JP2012036646A JP2010178025A JP2010178025A JP2012036646A JP 2012036646 A JP2012036646 A JP 2012036646A JP 2010178025 A JP2010178025 A JP 2010178025A JP 2010178025 A JP2010178025 A JP 2010178025A JP 2012036646 A JP2012036646 A JP 2012036646A
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platform end
formwork
platform
track
construction
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JP5484251B2 (en
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Kenji Fukumaki
健二 服巻
Kazuhiko Otani
和彦 尾谷
Toshitsugu Okuma
俊嗣 大隈
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Shimizu Construction Co Ltd
Shimizu Corp
West Japan Railway Co
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Shimizu Construction Co Ltd
Shimizu Corp
West Japan Railway Co
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Abstract

PROBLEM TO BE SOLVED: To provide a platform end concrete form and a platform capable of shortening a work period and suppressing construction error.SOLUTION: A platform end concrete form 10 is composed of: a form member 16 having a L-shape cross section including a side face 12 and a bottom face 14; and a basic member 18 fixing the form member 16 to be movable in a direction X perpendicular to the side face 12 and movable in a direction Y perpendicular to the bottom face 14, respectively. The basic member 18 and the bottom face 14 of the form member 16 are arranged on the a skeleton crown 4 of a platform end 2 as well as the side face 12 of the form member 16 is arranged on a side face 2a side of the platform end 2, and the form member 16 may be moved in the two directions X, Y for positional adjustment as necessary.

Description

本発明は、鉄道の駅などの軌道用車両乗降場において、乗降客が車両に乗降するために軌道に接して設けられるプラットホームを施工する際に用いるプラットホーム端部用型枠およびプラットホーム端部の施工方法に関するものである。   The present invention relates to a platform end formwork and a platform end construction used when constructing a platform that is provided in contact with a track so that passengers can get on and off a vehicle at a railway vehicle platform such as a railway station. It is about the method.

従来、新幹線の駅などのプラットホームの端部は、図8に示すように、基盤となる躯体天端4上に石材6を敷き詰めた笠石構造として構築される。このプラットホーム端部2の施工は、通常、端部側面に木製型枠を配置して、躯体天端4上にモルタルを打設し、この上面に石材6を接着することにより施工していた。   Conventionally, as shown in FIG. 8, the end of the platform such as a Shinkansen station is constructed as a casa stone structure in which stones 6 are spread on the top end 4 of the base. The construction of the platform end 2 is usually performed by placing a wooden formwork on the side of the end, placing mortar on the top 4 of the housing, and adhering the stone 6 to the upper surface.

このプラットホーム端部のような敷石構造の施工技術に関しては、例えば、特許文献1に示される敷石床構造およびその施工方法や、特許文献2に示される敷石の位置決め部材およびそれを用いた施工方法などが知られている。   With regard to the construction technology of the paving stone structure such as the platform end, for example, the paving stone floor structure shown in Patent Document 1 and its construction method, the paving stone positioning member shown in Patent Document 2, and the construction method using the same It has been known.

特開平6−33575号公報JP-A-6-33575 特開平8−260406号公報JP-A-8-260406

ところで、図9および図10に示すように、プラットホーム端部2の高さHおよびプラットホーム端部2の離れDは、通常、軌道8を基準とした規格値内に収めることが要請される。したがって、軌道工事が全て完了しないとプラットホーム端部の施工を開始できず、軌道工事が長引くと所定の工期を厳守することが難しくなるおそれがあった。   Incidentally, as shown in FIGS. 9 and 10, the height H of the platform end 2 and the separation D of the platform end 2 are normally required to be within the standard values with reference to the track 8. Therefore, if all the track work is not completed, the construction of the platform end cannot be started, and if the track work is prolonged, it may be difficult to strictly observe a predetermined construction period.

また、上記の従来の木製型枠を用いた施工方法は、施工性と美観性に劣る上、軌道側に生じた施工誤差を吸収するための対応が難しいという問題があった。   Moreover, the construction method using the above-described conventional wooden formwork has problems that it is inferior in workability and aesthetics, and that it is difficult to cope with absorbing construction errors occurring on the track side.

このため、工期短縮を図れるように、軌道敷設の完了を待たずしてプラットホーム端部を先行施工することが可能で、しかも、プラットホーム端部の高さおよびプラットホーム離れの施工誤差を微小(例えば10mm以下)に抑えて施工することができる技術の開発が望まれていた。   Therefore, in order to shorten the construction period, it is possible to perform the prior construction of the platform end without waiting for the completion of the track laying, and the height of the platform end and the construction error away from the platform are very small (for example, 10 mm). The development of a technology that can be carried out with the following is desired.

本発明は、上記に鑑みてなされたものであって、工期短縮を図れて、施工誤差を抑えることができるプラットホーム端部用型枠およびプラットホーム端部の施工方法を提供することを目的とする。   The present invention has been made in view of the above, and an object of the present invention is to provide a platform end formwork and a platform end construction method capable of shortening the work period and suppressing construction errors.

上記した課題を解決し、目的を達成するために、本発明の請求項1に係るプラットホーム端部用型枠は、軌道に接して設けられるプラットホーム端部用の型枠であって、側面と底面とからなるL字状断面の型枠部材と、この型枠部材を側面に垂直な方向および底面に垂直な方向の二方向にそれぞれ移動自在に固定する基部材とからなることを特徴とする。   In order to solve the above-described problems and achieve the object, a platform end formwork according to claim 1 of the present invention is a platform end formwork provided in contact with a track, and includes a side face and a bottom face. And a base member that movably fixes the mold member in two directions, a direction perpendicular to the side surface and a direction perpendicular to the bottom surface.

また、本発明の請求項2に係るプラットホーム端部用型枠は、上述した請求項1において、前記型枠部材の底面に、側面に垂直な方向に延びる長孔を設け、前記基部材と接続したボルトをこの長孔に通し、このボルトと底面とをナットで締結固定したことを特徴とする。   A platform end formwork according to a second aspect of the present invention is the above-described first aspect of the present invention, in which a long hole extending in a direction perpendicular to the side surface is provided on the bottom surface of the formwork member and connected to the base member. The bolt is passed through the elongated hole, and the bolt and the bottom surface are fastened and fixed with a nut.

また、本発明の請求項3に係るプラットホーム端部用型枠は、上述した請求項2において、前記基部材は、ボルトが突設された平板からなり、前記型枠部材の底面の裏側に配置されることを特徴とする。   According to a third aspect of the present invention, there is provided a platform end formwork according to the second aspect described above, wherein the base member is formed of a flat plate on which a bolt protrudes and is disposed on the back side of the bottom surface of the formwork member. It is characterized by being.

また、本発明の請求項4に係るプラットホーム端部の施工方法は、上述した請求項1〜3のいずれか一つに記載のプラットホーム端部用型枠を用いてプラットホーム端部を施工する方法であって、プラットホーム端部の躯体天端上に前記基部材を固定して前記型枠部材の底面を配置するとともに、前記型枠部材の側面をプラットホーム端部の側面側に配置して、前記型枠部材を必要に応じて前記二方向に移動させて位置調整することを特徴とする。   Moreover, the construction method of the platform edge part which concerns on Claim 4 of this invention is a method of constructing a platform edge part using the platform end part formwork as described in any one of Claims 1-3 mentioned above. The base member is fixed on the top end of the housing at the platform end and the bottom surface of the mold member is disposed, and the side surface of the mold member is disposed on the side surface of the platform end portion, The frame member is moved in the two directions as necessary to adjust the position.

また、本発明の請求項5に係るプラットホーム端部の施工方法は、上述した請求項4において、軌道工事に先行して、前記型枠部材をプラットホーム端部に配置して、軌道工事後に前記型枠部材を必要に応じて前記二方向に移動させて、前記軌道からのプラットホーム端部の高さおよび前記軌道からのプラットホーム端部の離れを調整することを特徴とする。   A platform end construction method according to claim 5 of the present invention is the above-described platform end construction method according to claim 4, wherein the formwork member is disposed at the platform end prior to the track construction, and the mold is disposed after the track construction. The frame member is moved in the two directions as necessary to adjust the height of the platform end from the track and the separation of the platform end from the track.

本発明に係るプラットホーム端部用型枠によれば、軌道に接して設けられるプラットホーム端部用の型枠であって、側面と底面とからなるL字状断面の型枠部材と、この型枠部材を側面に垂直な方向および底面に垂直な方向の二方向にそれぞれ移動自在に固定する基部材とからなるので、この型枠を軌道敷設完了前に先行して施工して、軌道敷設完了後にプラットホーム端部の高さおよび離れの微調整を行うことにより、工事全体の工期短縮を図ることができ、かつ、プラットホーム端部の施工誤差を抑えることができるという効果を奏する。   The platform end formwork according to the present invention is a platform end formwork provided in contact with the track, and an L-shaped cross section formwork member having a side surface and a bottom surface, and the formwork. Since the base consists of a base member that movably fixes the member in two directions, a direction perpendicular to the side surface and a direction perpendicular to the bottom surface, this formwork is constructed prior to completion of track laying and after completion of track laying. By finely adjusting the height and separation of the platform end, it is possible to shorten the work period of the entire construction and to suppress the construction error of the platform end.

また、本発明に係るプラットホーム端部の施工方法によれば、上述したプラットホーム端部用型枠を用いてプラットホーム端部を施工する方法であって、プラットホーム端部の躯体天端上に前記基部材を固定して前記型枠部材の底面を配置するとともに、前記型枠部材の側面をプラットホーム端部の側面側に配置して、前記型枠部材を必要に応じて前記二方向に移動させて位置調整する。このため、型枠を軌道敷設完了前に先行して施工して、軌道敷設完了後にプラットホーム端部の高さおよび離れの微調整を行うことにより、工事全体の工期短縮を図ることができ、かつ、プラットホーム端部の施工誤差を抑えることができるという効果を奏する。   The platform end construction method according to the present invention is a method for constructing a platform end using the platform end formwork described above, wherein the base member is placed on the top end of the platform end. The bottom surface of the mold member is fixed and the side surface of the mold member is disposed on the side surface side of the platform end, and the mold member is moved in the two directions as necessary. adjust. For this reason, it is possible to shorten the work period of the entire construction by constructing the formwork prior to completion of track laying and finely adjusting the height and separation of the platform end after completion of track laying, and The construction error at the platform end can be suppressed.

図1は、本発明に係るプラットホーム端部用型枠の実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of a platform end formwork according to the present invention. 図2は、本発明に係るプラットホーム端部用型枠の実施例を示す斜視図である。FIG. 2 is a perspective view showing an embodiment of a platform end formwork according to the present invention. 図3は、プラットホーム端部用型枠の設置状況を示す図である。FIG. 3 is a diagram showing an installation state of the platform end formwork. 図4は、プラットホーム端部の設置状況を示す図である。FIG. 4 is a diagram illustrating an installation state of the platform end. 図5は、離れ方向の位置調整状況を示す図である。FIG. 5 is a diagram illustrating a position adjustment situation in the separation direction. 図6は、高さ方向の位置調整状況を示す図である。FIG. 6 is a diagram showing a position adjustment situation in the height direction. 図7は、施工後のプラットホーム端部を示す断面図である。FIG. 7 is a cross-sectional view showing the platform end after construction. 図8は、プラットホーム端部の一例を示す概略斜視図である。FIG. 8 is a schematic perspective view showing an example of the platform end. 図9は、プラットホーム端部の高さの規格値の一例を示す断面図である。FIG. 9 is a cross-sectional view showing an example of the standard value of the height of the platform end. 図10は、プラットホーム端部の離れの規格値の一例を示す断面図である。FIG. 10 is a cross-sectional view showing an example of the standard value of the separation of the platform end.

以下に、本発明に係るプラットホーム端部用型枠およびプラットホームの施工方法の実施の形態を図面に基づいて詳細に説明する。なお、この実施例によりこの発明が限定されるものではない。   DESCRIPTION OF EMBODIMENTS Embodiments of a platform end formwork and a platform construction method according to the present invention will be described below in detail with reference to the drawings. Note that the present invention is not limited to the embodiments.

図1および図2に示すように、本発明に係るプラットホーム端部用型枠10は、軌道に接して設けられるプラットホーム端部用の型枠であって、側面12と底面14とからなるL字状断面のアングル16(型枠部材)と、この底面14の裏側に配置した基部材18とからなる。   As shown in FIGS. 1 and 2, a platform end formwork 10 according to the present invention is a platform end formwork provided in contact with a track, and is an L-shape comprising a side face 12 and a bottom face 14. It consists of an angle 16 (formwork member) having a cross section and a base member 18 disposed on the back side of the bottom surface 14.

アングル16の底面14には、軌道直角方向X(側面12に垂直な方向)に延びる長孔20が少なくとも一つ設けてあり、この長孔20には基部材18のボルト22の上側部分が挿通してある。ボルト22と底面14は、ワッシャ24を介してダブルナット26で挟み込んで締結固定される。なお、長孔20とボルト22を、アングル16の稜線28に沿う長尺方向(図1では紙面に垂直な方向)に間隔をあけて複数設けてもよい。   The bottom surface 14 of the angle 16 is provided with at least one elongated hole 20 extending in the direction perpendicular to the track X (direction perpendicular to the side surface 12), and the upper portion of the bolt 22 of the base member 18 is inserted into the elongated hole 20. It is. The bolt 22 and the bottom surface 14 are clamped and fixed by being sandwiched by a double nut 26 via a washer 24. A plurality of the long holes 20 and the bolts 22 may be provided at intervals in the long direction along the ridge line 28 of the angle 16 (in the direction perpendicular to the paper surface in FIG. 1).

アングル16の寸法、材質としては、例えば板厚1.5mm×30mm×150mm程度のステンレス材などの金属材を用いることができる。アングル16の長尺方向の長さは、例えば3m程度に構成してよい。   As the dimension and material of the angle 16, for example, a metal material such as a stainless steel having a plate thickness of about 1.5 mm × 30 mm × 150 mm can be used. The length in the longitudinal direction of the angle 16 may be configured to be about 3 m, for example.

基部材18は、上面にボルト22が突設された水平板30(平板)からなり、アングル16を軌道直角方向Xおよび高さ方向Y(底面14に垂直な方向)の二方向にそれぞれ移動自在に固定するためのものである。基部材18の水平板30は、図1に示すように、プラットホーム端部2の躯体天端4上面にボルト32で固定され、アングル16の跳ね上がりを防止している。   The base member 18 is composed of a horizontal plate 30 (flat plate) with a bolt 22 projecting from the upper surface, and the angle 16 can be moved in two directions, ie, a trajectory perpendicular direction X and a height direction Y (a direction perpendicular to the bottom surface 14). It is for fixing to. As shown in FIG. 1, the horizontal plate 30 of the base member 18 is fixed to the upper surface of the platform top end 4 of the platform end 2 with a bolt 32 to prevent the angle 16 from jumping up.

このように、本発明のプラットホーム端部用型枠10は、位置の微調整が可能な構造であるので、この型枠10を軌道敷設完了前に先行してプラットホーム端部2に設置し、軌道敷設完了後に軌道からの高さおよび離れ位置の微調整を行うことにより、従来の木製型枠を用いる場合に比べて工事全体の工期短縮を図ることができ、かつ、プラットホーム端部2の施工誤差を抑えることができる。   Thus, since the platform end formwork 10 of the present invention has a structure that allows fine adjustment of the position, the formwork 10 is installed on the platform end 2 before the track laying is completed, and the track By finely adjusting the height and distance from the track after laying is completed, the entire construction period can be shortened compared to the case of using a conventional wooden formwork, and the construction error of the platform end 2 Can be suppressed.

次に、本発明に係るプラットホーム端部10の施工方法を説明する。   Next, the construction method of the platform end 10 according to the present invention will be described.

この施工方法は、プラットホーム端部用型枠10を用いてプラットホーム端部2を施工するものであり、図1に示すように、プラットホーム端部2の躯体天端4上に基部材18を固定してアングル16の底面14を躯体天端4上に配置するとともに、アングル16の側面12をプラットホーム端部2の側面2a側に配置して、アングル16を必要に応じてX、Yの二方向に移動させて位置調整するというものである。   In this construction method, the platform end 2 is constructed using the platform end formwork 10, and the base member 18 is fixed on the frame top end 4 of the platform end 2 as shown in FIG. 1. The bottom surface 14 of the angle 16 is disposed on the top end 4 of the housing, and the side surface 12 of the angle 16 is disposed on the side surface 2a side of the platform end 2 so that the angle 16 can be arranged in two directions X and Y as required. The position is adjusted by moving it.

具体的には、図3および図4に示すように、軌道工事に先行して、プラットホーム端部用型枠10をプラットホーム端部2に設置する。この場合、建築限界測定定規等を用いて、予め設けてある軌道の基準墨に合わせて設置する。   Specifically, as shown in FIGS. 3 and 4, the platform end formwork 10 is installed on the platform end 2 prior to the track work. In this case, using a building limit measuring ruler or the like, it is installed in accordance with the reference ink of the track provided in advance.

次に、軌道工事が完了して軌道の位置が確定したら、軌道を基準としたプラットホーム端部2の高さおよび離れ位置が予め定めた施工目標値となるように、図5および図6に示すようにダブルナット26を緩めてアングル16をX、Yの二方向に移動させ、躯体天端4に固定してある基部材18からの相対位置を微調整し、ダブルナット26を再び締結固定する。こうすることで、軌道工事の完了を待たずしてプラットホーム端部2の工事、特に手間のかかる型枠設置に先行着手でき、工事全体の工期短縮を図ることが可能となる。   Next, when the track construction is completed and the position of the track is determined, the height and the separation position of the platform end 2 with respect to the track are set to predetermined construction target values as shown in FIGS. 5 and 6. Then, the double nut 26 is loosened and the angle 16 is moved in the two directions X and Y, the relative position from the base member 18 fixed to the top end 4 of the housing is finely adjusted, and the double nut 26 is fastened and fixed again. . By doing so, it is possible to start the construction of the platform end 2 without waiting for the completion of the track construction, in particular, the troublesome formwork installation, and to shorten the construction period of the entire construction.

続いて、図7に示すように、躯体天端4とアングル16の底面14間に無収縮モルタル34を充填するとともに、アングル16の底面14上に調整モルタル36を打設し、この上面に床パネル38を接着することでプラットホーム端部2が完成する。プラットホーム端部用型枠10は、最終的にプラットホーム端部2に埋め込まれることとなる。   Subsequently, as shown in FIG. 7, the non-shrink mortar 34 is filled between the top of the casing 4 and the bottom surface 14 of the angle 16, and an adjustment mortar 36 is placed on the bottom surface 14 of the angle 16. The platform end 2 is completed by bonding the panel 38. The platform end formwork 10 is finally embedded in the platform end 2.

このように、本発明に係るプラットホーム端部の施工方法によれば、この型枠10を軌道敷設完了前に先行してプラットホーム端部2に設置し、軌道敷設完了後に高さおよび離れ位置の微調整を行うことにより、工事全体の工期短縮を図ることができ、かつ、プラットホーム端部2の施工誤差を抑えることができる。また、プラットホーム端部用型枠10は最終的に側面12が外部に露出した態様で埋め込まれるので、型枠10をステンレス等で構成すれば、金属調の光沢が得られて美観性の向上に寄与することができる。   Thus, according to the platform end construction method of the present invention, the formwork 10 is installed on the platform end 2 prior to the completion of the track laying, and the height and separation position are slightly adjusted after the track laying is completed. By performing the adjustment, the construction period of the entire construction can be shortened, and the construction error of the platform end 2 can be suppressed. In addition, since the platform end formwork 10 is finally embedded in such a manner that the side surface 12 is exposed to the outside, if the formwork 10 is made of stainless steel or the like, a metallic luster can be obtained to improve aesthetics. Can contribute.

次に、本発明によるプラットホーム端部の施工管理(規格値管理)の一例について説明する。   Next, an example of construction management (standard value management) of the platform end according to the present invention will be described.

図8に示すように、軌道8の軌間が1435mmで、プラットホーム端部2の高さの設計値hが軌道レベルELより1250mmである場合には、施工にあたっては、この1250mmを絶対に超えてはならないため、例えば、この設計値−5mmを施工目標値と定め、その上下限の幅を±5mmと設定する。ゆえに、仕上がり寸法1245mm±5mm(1240〜1250mm)にて施工管理を実施する。   As shown in FIG. 8, in the case where the gauge between the tracks 8 is 1435 mm and the design value h of the platform end 2 is 1250 mm higher than the track level EL, the construction must never exceed 1250 mm. Therefore, for example, the design value of −5 mm is set as the construction target value, and the upper and lower limit width is set to ± 5 mm. Therefore, the construction management is performed with a finished size of 1245 mm ± 5 mm (1240 to 1250 mm).

また、図9に示すように、軌道8の軌間が1435mmで、プラットホーム端部2の離れの設計値dが軌道センターCLから1760mmである場合には、施工にあたっては、この1760mmを下回ってはならないため、例えば、この設計値±5mmを施工目標値と定め、その上下限の幅を±5mmと設定する。ゆえに、仕上がり寸法1765mm±5mm(1760〜1770mm)にて施工管理を実施する。   Further, as shown in FIG. 9, when the distance between the tracks 8 is 1435 mm and the design value d apart from the platform end 2 is 1760 mm from the track center CL, the construction must not be less than 1760 mm. Therefore, for example, this design value ± 5 mm is determined as the construction target value, and the upper and lower limit width is set to ± 5 mm. Therefore, construction management is performed with a finished size of 1765 mm ± 5 mm (1760 to 1770 mm).

規格値管理を行う場合には、まず、予め設けてある軌道基準墨を基準として、プラットホーム端部用型枠10をプラットホーム端部2に取り付ける。この場合、上記の施工目標値に近くなるように、型枠10の位置をある程度調整しておく。そして、軌道敷設完了後にアングル16をX、Yの二方向に動かし、上記の規格値(仕上がり寸法)を厳守する位置に微調整する。これにより、工期短縮および施工精度の向上の双方を図った施工を行うことができる。   When standard value management is performed, first, the platform end formwork 10 is attached to the platform end 2 with reference to a trajectory reference ink provided in advance. In this case, the position of the mold 10 is adjusted to some extent so as to be close to the above construction target value. Then, after the track laying is completed, the angle 16 is moved in two directions, X and Y, and fine adjustment is made to a position that strictly observes the standard value (finished dimension). As a result, it is possible to carry out construction that shortens the construction period and improves the construction accuracy.

以上説明したように、本発明に係るプラットホーム端部用型枠によれば、軌道に接して設けられるプラットホーム端部用の型枠であって、側面と底面とからなるL字状断面の型枠部材と、この型枠部材を側面に垂直な方向および底面に垂直な方向の二方向にそれぞれ移動自在に固定する基部材とからなるので、この型枠を軌道敷設完了前に先行して施工して、軌道敷設完了後にプラットホーム端部の高さおよび離れの微調整を行うことにより、工事全体の工期短縮を図ることができ、かつ、プラットホーム端部の施工誤差を抑えることができる。   As described above, the platform end formwork according to the present invention is a platform end formwork provided in contact with the track, and has an L-shaped cross section formed of a side surface and a bottom surface. It consists of a member and a base member that movably fixes the mold member in two directions, a direction perpendicular to the side surface and a direction perpendicular to the bottom surface. Thus, by finely adjusting the height and separation of the platform end after completion of track laying, the construction period of the entire construction can be shortened, and construction errors at the platform end can be suppressed.

また、本発明に係るプラットホーム端部の施工方法によれば、上述したプラットホーム端部用型枠を用いてプラットホーム端部を施工する方法であって、プラットホーム端部の躯体天端上に前記基部材を固定して前記型枠部材の底面を配置するとともに、前記型枠部材の側面をプラットホーム端部の側面側に配置して、前記型枠部材を必要に応じて前記二方向に移動させて位置調整する。このため、型枠を軌道敷設完了前に先行して施工して、軌道敷設完了後にプラットホーム端部の高さおよび離れの微調整を行うことにより、工事全体の工期短縮を図ることができ、かつ、プラットホーム端部の施工誤差を抑えることができる。   The platform end construction method according to the present invention is a method for constructing a platform end using the platform end formwork described above, wherein the base member is placed on the top end of the platform end. The bottom surface of the mold member is fixed and the side surface of the mold member is disposed on the side surface side of the platform end, and the mold member is moved in the two directions as necessary. adjust. For this reason, it is possible to shorten the work period of the entire construction by constructing the formwork prior to completion of track laying and finely adjusting the height and separation of the platform end after completion of track laying, and The construction error at the platform end can be suppressed.

以上のように、本発明に係るプラットホーム端部用型枠およびプラットホーム端部の施工方法は、鉄道の駅などの軌道に接して設けられるプラットホーム端部の施工に有用であり、特に、工期短縮を図れて、施工誤差を抑えるのに適している。   As described above, the platform end formwork and the platform end construction method according to the present invention are useful for construction of a platform end provided in contact with a track such as a railway station. It is suitable for reducing construction errors.

2 プラットホーム端部
2a プラットホーム端部の側面
4 躯体天端
10 プラットホーム端部用型枠
12 側面
14 底面
16 アングル(型枠部材)
18 基部材
20 長孔
22 ボルト
24 ワッシャ
26 ダブルナット
28 稜線
30 水平板(平板)
32 ボルト
34 無収縮モルタル
36 調整モルタル
38 床パネル
2 Platform end 2a Side of platform end 4 Top frame end 10 Formwork for platform end 12 Side face 14 Bottom face 16 Angle (formwork member)
18 base member 20 long hole 22 bolt 24 washer 26 double nut 28 ridgeline 30 horizontal plate (flat plate)
32 Volt 34 Non-shrink mortar 36 Adjusting mortar 38 Floor panel

Claims (5)

軌道に接して設けられるプラットホーム端部用の型枠であって、
側面と底面とからなるL字状断面の型枠部材と、この型枠部材を側面に垂直な方向および底面に垂直な方向の二方向にそれぞれ移動自在に固定する基部材とからなることを特徴とするプラットホーム端部用型枠。
A formwork for a platform end provided in contact with a track,
A mold member having an L-shaped cross section composed of a side surface and a bottom surface, and a base member that fixes the mold member movably in two directions, a direction perpendicular to the side surface and a direction perpendicular to the bottom surface. Platform end formwork.
前記型枠部材の底面に、側面に垂直な方向に延びる長孔を設け、前記基部材と接続したボルトをこの長孔に通し、このボルトと底面とをナットで締結固定したことを特徴とする請求項1に記載のプラットホーム端部用型枠。   A long hole extending in a direction perpendicular to the side surface is provided on the bottom surface of the mold member, a bolt connected to the base member is passed through the long hole, and the bolt and the bottom surface are fastened and fixed with a nut. A platform end formwork according to claim 1. 前記基部材は、ボルトが突設された平板からなり、前記型枠部材の底面の裏側に配置されることを特徴とする請求項2に記載のプラットホーム端部用型枠。   3. The platform end formwork according to claim 2, wherein the base member is formed of a flat plate on which a bolt protrudes, and is disposed on the back side of the bottom surface of the formwork member. 請求項1〜3のいずれか一つに記載のプラットホーム端部用型枠を用いてプラットホーム端部を施工する方法であって、
プラットホーム端部の躯体天端上に前記基部材を固定して前記型枠部材の底面を配置するとともに、前記型枠部材の側面をプラットホーム端部の側面側に配置して、前記型枠部材を必要に応じて前記二方向に移動させて位置調整することを特徴とするプラットホーム端部の施工方法。
A method for constructing a platform end using the platform end formwork according to any one of claims 1 to 3,
The base member is fixed on the top end of the platform at the platform end, the bottom surface of the mold member is disposed, the side surface of the mold member is disposed on the side surface of the platform end, and the mold member is A platform end construction method, wherein the position is adjusted by moving in the two directions as necessary.
軌道工事に先行して、前記型枠部材をプラットホーム端部に配置して、軌道工事後に前記型枠部材を必要に応じて前記二方向に移動させて、前記軌道からのプラットホーム端部の高さおよび前記軌道からのプラットホーム端部の離れを調整することを特徴とする請求項4に記載のプラットホーム端部の施工方法。   Prior to the track work, the formwork member is arranged at the platform end, and after the track work, the formwork member is moved in the two directions as necessary, and the height of the platform end from the track is set. 5. The method for constructing a platform end according to claim 4, wherein the separation of the platform end from the track is adjusted.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02113661U (en) * 1989-02-28 1990-09-11
JPH0357250U (en) * 1989-10-05 1991-05-31
JPH0517916A (en) * 1991-07-16 1993-01-26 Shimizu Corp Sound absorbing structure of platform and its executing method
JPH0538194U (en) * 1991-10-25 1993-05-25 不動建設株式会社 Formwork for the peripheral part of the floor slab
JPH09189012A (en) * 1996-01-09 1997-07-22 Misawa Ceramics Kk Raising structure and construction method for platform
JP2009121143A (en) * 2007-11-15 2009-06-04 Hokkaido Railway Co Platform forming body and platform setting method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02113661U (en) * 1989-02-28 1990-09-11
JPH0357250U (en) * 1989-10-05 1991-05-31
JPH0517916A (en) * 1991-07-16 1993-01-26 Shimizu Corp Sound absorbing structure of platform and its executing method
JPH0538194U (en) * 1991-10-25 1993-05-25 不動建設株式会社 Formwork for the peripheral part of the floor slab
JPH09189012A (en) * 1996-01-09 1997-07-22 Misawa Ceramics Kk Raising structure and construction method for platform
JP2009121143A (en) * 2007-11-15 2009-06-04 Hokkaido Railway Co Platform forming body and platform setting method

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