JP3936864B2 - Cable storage duct device - Google Patents

Cable storage duct device Download PDF

Info

Publication number
JP3936864B2
JP3936864B2 JP2001401447A JP2001401447A JP3936864B2 JP 3936864 B2 JP3936864 B2 JP 3936864B2 JP 2001401447 A JP2001401447 A JP 2001401447A JP 2001401447 A JP2001401447 A JP 2001401447A JP 3936864 B2 JP3936864 B2 JP 3936864B2
Authority
JP
Japan
Prior art keywords
duct
floor slab
wall
cable storage
anchor bolt
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2001401447A
Other languages
Japanese (ja)
Other versions
JP2003199224A (en
Inventor
崇 古村
ユミ子 佐野
Original Assignee
川田建設株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 川田建設株式会社 filed Critical 川田建設株式会社
Priority to JP2001401447A priority Critical patent/JP3936864B2/en
Publication of JP2003199224A publication Critical patent/JP2003199224A/en
Application granted granted Critical
Publication of JP3936864B2 publication Critical patent/JP3936864B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Electric Cable Installation (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、鉄道や道路等に供する床版上に敷設して通信ケーブル等を収納するプレキャストコンクリート製のケーブル収納用ダクト装置に関するものである。
【0002】
【従来の技術】
鉄道や道路等に供する床版、例えば新幹線の高架橋におけるスラブには、その側部に防音壁等の壁体が構築され、これに沿ってダクトが設置されており、このダクト内には各種の電線や通信線、配管等が収納されている。従来のダクトは、図6に示すような断面略W字形のプレキャストコンクリート製であって、ダクト101の底部下面に敷モルタルやゴム板等の高さ調整部材121を介在させて床版106上に載置していた。
【0003】
ダクト101は上面に蓋板105,109を着脱自在に載置して通信ケーブル108等のメンテナンスが容易に行えるようにすると同時に、ダクト101の底部内面111に防音壁107側から床版中央に向って勾配を形成し、蓋体105,109の隙間から内部に浸入する雨水を所定間隔で開設する水抜き穴120より速やかに外部に排水していた。
【0004】
又従来のダクトにおける床版への固定方法は、一般に次のように行っていた。先ず床版に所定間隔でアンカーボルトを打設し、ボルト頭部をダクト底部に設ける固定金具の孔に挿通し、ナットを締め付けて床版に固定した後、固定金具の上面にモルタルを充填してボルト頭部を保護していた。
【0005】
【発明が解決しようとする課題】
ところがこのような従来のダクト構造及びその固定方法においては以下のような問題点があった。先ず、ダクトの軸方向における高さ調整は、アンカーボルト部等の位置でダクト底部と床版の間に挟み込むゴム板で行っていたが、ゴム板の厚さが限定されていたため精度良い高さ調整は困難であったし、ダクト側壁の倒れ調整は殆どできなかった。
【0006】
又、従来のダクトは、床版との間に略全面に亘りゴム板やモルタルを介在させる構成が一般的であったが、水平に形成した床版にはどうしても不陸が存在するため、降水後のダクト底部の湿潤状態は避け難い構造であったのに加え、アンカーボルトの床版上突出部分の大半が大気中に露出する構造であったため、アンカーボルトの腐食が著しくなるという欠点があった。又寒冷地においてはこのようなダクト底部の滞水が外気温の低下によって凍結し、凍上の圧力でダクトにひび割れ等の損傷が発生してしまう恐れがあった。
【0007】
この発明は、上記のような従来のケーブル収納用ダクト及びその固定方法が有する問題点を解消すべくなされたものであり、ダクト据付精度の向上を目指し、アンカーボルトの防錆を図ると共にダクト本体の耐久性の向上をも図れるケーブル収納用ダクト装置を提供することを目的としている。
【0008】
【課題を解決するための手段】
上記課題を解決するため、この発明のケーブル収納用ダクト装置は、鉄道や道路等に供する床版と、この床版側部に立設する壁体と、この床版上に高さ調整部材を用いながら敷設し、底面を挿通するアンカーボルトで床版に固定するプレキャストコンクリート製のケーブル収納用ダクトとを有するケーブル収納用ダクト装置において、前記高さ調整部材は、アンカーボルト締結部に配設してグラウト材収納用開口部を開設するゴム沓と、アンカーボルト締結部より離隔した位置のダクト底面に設ける雌ネジと、ダクト据付時にこの雌ネジに螺着して高さ調整を行った後、ダクト底面に穿設して前記グラウト材収納用開口部の上方に位置する注入孔よりグラウト材の注入を行い硬化した後に雌ネジより取り外すネジ体を有し、前記床版は、前記壁体側から床版中央に向って排水勾配を有し、隣接する前記ゴム沓間に排水空間を設けることを特徴とするものである。
【0009】
ゴム沓は耐寒性に優れ、排水空間として床版からダクト底部までの高さが10mm程度は確保でき、開口部に充填するグラウト材が破壊された場合にも単独でダクト荷重を支持し得る素材を選定する。なお、グラウト材はゴム沓に側部が拘束されているため破壊しても飛び散る恐れは無い。
【0010】
グラウト材は、例えば間隙充填用のポリマーセメントを用いアンカーボルト突出部の防錆を図る。雌ネジはダクト荷重が支持可能な間隔で一箇所当たりダクト横断方向に少なくとも2本以上設け、螺着するネジ体の先端を床版に当接してその捻じ込み長さを加減することでダクトの軸方向及び横断方向の高さ調整を行う。
【0011】
請求項2記載のケーブル収納用ダクト装置における壁体は、下部に段部を設け、この壁体より離隔して敷設する前記ケーブル収納用ダクトは、壁体側の側壁と前記段部との間に蓋体を架設することで前記ダクトと壁体間に新たなケーブル収納空間を形成することを特徴とするものである。壁体には蓋体架設用の段部を設け、ダクトと壁体間の床版にも中央側への排水勾配を設ける。
【0012】
【発明の実施の形態】
次にこの発明の実施の形態を添付図面に基づき詳細に説明する。図1はケーブル収納用ダクトの平面図、図2及び図3は床版に設置したダクトの横断面図及び縦断面図を夫々示す。ダクト1は、断面略U字形状のプレキャストコンクリート製であって、床版中央側の側壁2には段部3を設け、対向する側壁4の頂部に取外し可能な蓋体5を架け渡す。
【0013】
ダクト1は、鉄道や道路等に供する床版6の側部に立設する壁体7から所定距離離隔した位置に壁体7と平行に設置し、壁体下部に設ける段部8と壁体側の側壁4との間に別の蓋体9を架設することで新たなケーブル収納空間10を形成する。
【0014】
ダクト底面11には所定間隔、例えば1.5mピッチで固定金具12を埋設する。固定金具12は定着プレート13と図示しない鋼棒よりなるアンカーからなり、プレート13の中央にはアンカーボルト14挿通用の長孔13aを穿設し、その上方には充填材15を収容する凹部16を形成する。この凹部16の横断方向側部にはグラウト材17の注入孔18を開設し、軸方向に離隔した位置にはインサートによる雌ネジ19を埋設する。又床版中央側の側壁2の下部には水抜き孔20を設ける。なお、ダクト底面11は側壁2に向って勾配を設けておく。
【0015】
ダクト1を据え付ける際には、予め決められた線形を基に測量を行い、ドリルによる削孔部に樹脂系接着剤を注入してアンカーボルト14を打ち込み、その周囲にゴム沓21を載置する。ここでゴム沓21は図4に示すように中央にグラウト材収納用の長円開口部21aを開設するもので低温時性能に優れる材質、例えばエチレンプロピレンゴム(EPDM)を用いる。
【0016】
製作ヤードで作製したダクト1をトラッククレーン等の揚重機器にて床版6上に吊り上げた後、簡易吊装置等を用いて微調整しながら所定の位置に載置する。次に図5に示すように雌ネジ19に高さ調整ボルト22を捻じ込み、高さ及び転びを修正しながら通り調整を行う。その後アンカーボルト14を固定金具12に締め付け、注入孔18よりグラウト材17の注入を行いゴム沓21の長円開口部21aを充填し、更に凹部16に充填材15を投入して表面仕上げを行う。所定の養生期間終了後、高さ調整ボルト22を撤去し当該雌ネジ部19を適宜穴埋め処理する。
【0017】
ダクト1を設置する床版6は、壁体7側から床版中央に向って排水勾配が形成されており、図3に示すように隣接するゴム沓21,21間には排水空間23が開設されている。従って新たなケーブル収納空間10に浸入した雨水は直ちにダクト1の外部に排出されることになる。
【0018】
なお、多量の降雪等で下流の排水が滞った場合には、このような勾配付の床版6であっても滞水が生じ、気温低下によりダクト1と床版6との隙間の水が凍結してしまう恐れがある。しかし、このように両側部が開放された排水空間23を設けると凍上圧力が速やかに側部に逃げるため、アンカーボルト14やダクト1本体には過剰な応力が発生しない。
【0019】
【発明の効果】
以上説明したように、この発明のケーブル収納用ダクト装置は、高さ調整部材にダクト底面の雌ネジに螺合するネジ体を設けるので、ダクトの軸方向及び横断方向の高さ調整が的確に行えダクトの据付精度が向上する。又、ゴム沓の開口部にグラウト材を注入し、このグラウト材でアンカーボルトの突出部を密閉するのでアンカーボルトの防錆が図れる。
【0020】
又、ダクトを設置する床版が床版中央に向って排水勾配を有し、隣接するゴム沓間に排水空間を設けるので、降水後のダクト底部の湿潤状態を避けることができる。従ってアンカーボルトの防錆効果もより向上すると共に凍上による損傷も無くなり、アンカーボルト及びダクト本体の耐久性が向上する。
【0021】
請求項2記載のケーブル収納用ダクト装置は、ダクトと壁体間に新たなケーブル収納空間を形成するので、ダクト部材の製作コストや施工コストが大幅に低下する。
【図面の簡単な説明】
【図1】ケーブル収納用ダクトの平面図である。
【図2】床版に設置したダクトの横断面図である。
【図3】床版に設置したダクトの縦断面図である。
【図4】ゴム沓の平面図である。
【図5】高さ調整ボルトを捻じ込んだダクトの横断面図である。
【図6】従来のダクトを床版に設置した横断面図である。
【符号の説明】
1 ダクト
6 床版
7 壁体
10 ケーブル収納空間
11 ダクト底面
12 固定金具
14 アンカーボルト
17 グラウト材
18 注入孔
19 雌ネジ
21 ゴム沓
21a 長円開口部
22 高さ調整ボルト
23 排水空間
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a cable housing duct device made of precast concrete which is laid on a floor slab for use in railways, roads and the like and houses communication cables and the like.
[0002]
[Prior art]
Floor slabs for railways, roads, etc., for example, slabs on the viaduct of the Shinkansen, are constructed with walls such as soundproof walls on the sides, and ducts are installed along these walls. Electric wires, communication lines, piping, etc. are stored. The conventional duct is made of precast concrete having a substantially W-shaped cross section as shown in FIG. 6, and is placed on the floor slab 106 by interposing a height adjusting member 121 such as a mortar or a rubber plate on the bottom bottom surface of the duct 101. It was placed.
[0003]
The duct 101 has lid plates 105 and 109 detachably mounted on the upper surface so that the maintenance of the communication cable 108 and the like can be easily performed, and at the same time, the duct 101 faces the bottom inner surface 111 from the soundproof wall 107 side toward the floor slab center. In this way, the rainwater entering the inside through the gap between the lid bodies 105 and 109 was drained to the outside more quickly than the drain holes 120 opened at predetermined intervals.
[0004]
In addition, the conventional method for fixing the duct to the floor slab is generally performed as follows. First, anchor bolts are placed on the floor slab at predetermined intervals, the bolt heads are inserted into holes in the fixing bracket provided at the bottom of the duct, and the nut is fastened to the floor slab, and then the top surface of the fixing bracket is filled with mortar. The bolt head was protected.
[0005]
[Problems to be solved by the invention]
However, such a conventional duct structure and its fixing method have the following problems. First, the height of the duct in the axial direction is adjusted with a rubber plate that is sandwiched between the duct bottom and the floor slab at the position of the anchor bolt portion, etc., but the thickness of the rubber plate is limited so that the height is accurate. Adjustment was difficult, and it was almost impossible to adjust the tilt of the duct side wall.
[0006]
In addition, conventional ducts generally have a configuration in which a rubber plate or mortar is interposed over the entire surface between the floor slabs. In addition to the fact that the wet condition at the bottom of the duct was difficult to avoid later, most of the protruding parts of the anchor bolts on the floor slab were exposed to the atmosphere, so there was a drawback that the corrosion of the anchor bolts became significant. It was. Also, in cold districts, the stagnant water at the bottom of the duct may freeze due to a decrease in the outside air temperature, and the duct may be damaged such as cracks due to the pressure on the freezing.
[0007]
The present invention has been made to solve the problems of the conventional cable housing duct and its fixing method as described above, and aims to improve duct installation accuracy, to prevent rusting of the anchor bolt and to prevent the duct main body. It aims at providing the duct apparatus for cable storage which can aim at the improvement of durability.
[0008]
[Means for Solving the Problems]
To solve the above problems, the cable storage duct system of the present invention, the floor plate to be subjected to railways and roads, and wall erected on this slab sides, the height adjusting member on the deck In a cable housing duct device having a cable housing duct made of precast concrete that is laid down while being used and fixed to a floor slab with an anchor bolt inserted through the bottom surface, the height adjusting member is disposed at an anchor bolt fastening portion. After adjusting the height by screwing on this female screw when installing the duct, and a rubber gutter opening the grout material storage opening, a female screw provided on the bottom of the duct at a position separated from the anchor bolt fastening part, A screw body which is drilled in the bottom of the duct and is removed from the female screw after being injected and cured from an injection hole located above the opening for accommodating the grout material, and the floor slab is Has a drainage slope towards the floor plate from the center side, is characterized in providing drainage space between adjacent said rubber shoes.
[0009]
Rubber bowl is excellent in cold resistance, can secure a height of about 10mm from the floor slab to the bottom of the duct as a drainage space, and can support the duct load independently even when the grout material filling the opening is destroyed Is selected. In addition, since the grout material is restrained on the side by the rubber hook, there is no fear of scattering even if it is broken.
[0010]
As the grout material, for example, polymer cement for gap filling is used to prevent rust of the anchor bolt protrusion. At least two female screws are provided in the transverse direction of the duct at intervals where the duct load can be supported, and the end of the screw is adjusted by adjusting the screwing length by abutting the tip of the screw body to be screwed to the floor slab. Adjust the axial and transverse heights.
[0011]
The wall body in the cable housing duct device according to claim 2, wherein a step portion is provided at a lower portion, and the cable housing duct laid apart from the wall body is provided between the side wall on the wall body side and the step portion. A new cable storage space is formed between the duct and the wall by laying a lid . The wall is provided with a step for laying the lid, and the floor slab between the duct and the wall is provided with a drainage gradient toward the center.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 is a plan view of a cable housing duct, and FIGS. 2 and 3 are a transverse sectional view and a longitudinal sectional view of the duct installed on the floor slab, respectively. The duct 1 is made of precast concrete having a substantially U-shaped cross section, and a stepped portion 3 is provided on the side wall 2 on the center side of the floor slab, and a removable lid 5 is bridged on the top of the opposite side wall 4.
[0013]
The duct 1 is installed in parallel to the wall body 7 at a predetermined distance from the wall body 7 standing on the side of the floor slab 6 used for railways, roads, etc. A new cable housing space 10 is formed by installing another lid body 9 between the side wall 4 and the side wall 4.
[0014]
Fixing brackets 12 are embedded in the duct bottom surface 11 at a predetermined interval, for example, a pitch of 1.5 m. The fixing metal 12 is composed of a fixing plate 13 and an anchor made of a steel rod (not shown). A long hole 13a for inserting an anchor bolt 14 is formed in the center of the plate 13, and a recess 16 for accommodating a filler 15 is provided above the hole 13a. Form. An injection hole 18 for the grouting material 17 is formed in the lateral side portion of the recess 16, and a female screw 19 by an insert is embedded at a position separated in the axial direction. A drain hole 20 is provided in the lower part of the side wall 2 on the center side of the floor slab. The duct bottom surface 11 is provided with a gradient toward the side wall 2.
[0015]
When installing the duct 1, surveying is performed based on a predetermined alignment, a resin adhesive is injected into a drilling hole by a drill, an anchor bolt 14 is driven, and a rubber rod 21 is placed around the anchor bolt 14. . Here, as shown in FIG. 4, the rubber punch 21 is formed with an oval opening 21a for storing a grout material at the center, and is made of a material excellent in performance at low temperature, for example, ethylene propylene rubber (EPDM).
[0016]
After the duct 1 produced in the production yard is lifted on the floor slab 6 by a lifting device such as a truck crane, the duct 1 is placed at a predetermined position with fine adjustment using a simple lifting device or the like. Next, as shown in FIG. 5, the height adjustment bolt 22 is screwed into the female screw 19, and the adjustment is performed while correcting the height and rolling. After that, the anchor bolt 14 is fastened to the fixing metal 12, the grout material 17 is injected from the injection hole 18, the oval opening 21 a of the rubber rod 21 is filled, and the filler 15 is further injected into the recess 16 to finish the surface. . After the predetermined curing period, the height adjusting bolt 22 is removed and the female screw portion 19 is appropriately filled.
[0017]
The floor slab 6 in which the duct 1 is installed has a drainage gradient formed from the wall 7 side toward the center of the floor slab, and a drainage space 23 is opened between the adjacent rubber rods 21 and 21 as shown in FIG. Has been. Accordingly, rainwater that has entered the new cable storage space 10 is immediately discharged to the outside of the duct 1.
[0018]
In addition, when the downstream drainage is stagnated due to a large amount of snow, etc., even the floor slab 6 with such a gradient has stagnated water, and the water in the gap between the duct 1 and the floor slab 6 is caused by the temperature drop. There is a risk of freezing. However, when the drainage space 23 having both sides opened as described above is provided, the frost heaving pressure quickly escapes to the side, so that no excessive stress is generated in the anchor bolt 14 or the duct 1 body.
[0019]
【The invention's effect】
As described above, in the cable housing duct device of the present invention, the height adjustment member is provided with the screw body that is screwed into the female screw on the bottom surface of the duct, so that the height adjustment in the axial direction and the transverse direction of the duct can be accurately performed. The installation accuracy of the duct can be improved. In addition, the grout material is injected into the opening of the rubber bowl, and the protruding portion of the anchor bolt is sealed with this grout material, so that the anchor bolt can be prevented from being rusted.
[0020]
Moreover, since the floor slab in which the duct is installed has a drainage gradient toward the center of the floor slab and a drainage space is provided between adjacent rubber ridges, the wet state of the duct bottom after precipitation can be avoided. Therefore, the rust prevention effect of the anchor bolt is further improved, and damage due to freezing is eliminated, and the durability of the anchor bolt and the duct body is improved.
[0021]
Since the cable storage duct device according to claim 2 forms a new cable storage space between the duct and the wall, the manufacturing cost and construction cost of the duct member are significantly reduced.
[Brief description of the drawings]
FIG. 1 is a plan view of a cable housing duct.
FIG. 2 is a cross-sectional view of a duct installed on a floor slab.
FIG. 3 is a longitudinal sectional view of a duct installed on a floor slab.
FIG. 4 is a plan view of a rubber bowl.
FIG. 5 is a cross-sectional view of a duct into which a height adjusting bolt is screwed.
FIG. 6 is a cross-sectional view of a conventional duct installed on a floor slab.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Duct 6 Floor slab 7 Wall body 10 Cable storage space 11 Duct bottom face 12 Fixing metal fixture 14 Anchor bolt 17 Grout material 18 Injection hole 19 Female screw 21 Rubber rod 21a Oval opening 22 Height adjustment bolt 23 Drainage space

Claims (2)

鉄道や道路等に供する床版と、この床版側部に立設する壁体と、この床版上に高さ調整部材を用いながら敷設し、底面を挿通するアンカーボルトで床版に固定するプレキャストコンクリート製のケーブル収納用ダクトとを有するケーブル収納用ダクト装置において、前記高さ調整部材は、アンカーボルト締結部に配設してグラウト材収納用開口部を開設するゴム沓と、アンカーボルト締結部より離隔した位置のダクト底面に設ける雌ネジと、ダクト据付時にこの雌ネジに螺着して高さ調整を行った後、ダクト底面に穿設して前記グラウト材収納用開口部の上方に位置する注入孔よりグラウト材の注入を行い硬化した後に雌ネジより取り外すネジ体を有し、前記床版は、前記壁体側から床版中央に向って排水勾配を有し、隣接する前記ゴム沓間に排水空間を設けることを特徴とするケーブル収納用ダクト装置A floor slab used for railways, roads, etc., a wall standing on the side of this floor slab , and laying on this floor slab using a height adjusting member, and fixed to the floor slab with anchor bolts inserted through the bottom in cable storage duct system and a cable storage duct made of precast concrete, the height adjusting member comprises a rubber shoe to open the grout accommodating opening disposed in the anchor bolt fastening section, the anchor bolt A female screw provided on the bottom surface of the duct at a position separated from the section, and after adjusting the height by screwing on the female screw when the duct is installed, drilled in the bottom surface of the duct and above the opening for storing the grout material A screw body to be removed from the internal thread after injecting and hardening the grout material from the injection hole located, and the floor slab has a drainage gradient from the wall side toward the center of the floor slab, and the adjacent rubber bowl while Cable storage duct and wherein the providing drainage space. 前記壁体は、下部に段部を設け、この壁体より離隔して敷設する前記ケーブル収納用ダクトは、壁体側の側壁と前記段部との間に蓋体を架設することで前記ダクトと壁体間に新たなケーブル収納空間を形成することを特徴とする請求項1記載のケーブル収納用ダクト装置 The wall body is provided with a step portion at a lower portion thereof, and the cable housing duct, which is laid apart from the wall body, is constructed by installing a lid body between the side wall on the wall body side and the step portion. 2. A cable storage duct device according to claim 1, wherein a new cable storage space is formed between the wall bodies .
JP2001401447A 2001-12-28 2001-12-28 Cable storage duct device Expired - Fee Related JP3936864B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001401447A JP3936864B2 (en) 2001-12-28 2001-12-28 Cable storage duct device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001401447A JP3936864B2 (en) 2001-12-28 2001-12-28 Cable storage duct device

Publications (2)

Publication Number Publication Date
JP2003199224A JP2003199224A (en) 2003-07-11
JP3936864B2 true JP3936864B2 (en) 2007-06-27

Family

ID=27605416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001401447A Expired - Fee Related JP3936864B2 (en) 2001-12-28 2001-12-28 Cable storage duct device

Country Status (1)

Country Link
JP (1) JP3936864B2 (en)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2004246926B2 (en) 2003-06-13 2008-10-02 Kawada Construction Co., Ltd. Greening system
GB0422958D0 (en) * 2004-10-15 2004-11-17 Trojan Services Ltd Improvements in and relating to trunking
JP4780769B2 (en) * 2006-04-05 2011-09-28 フジプレコン株式会社 Construction structure of cable trough
JP2008245435A (en) * 2007-03-27 2008-10-09 Haneda Concrete Industrial Co Ltd Basin for cable connection, and construction method therefor
JP5201652B2 (en) * 2007-05-10 2013-06-05 フジプレコン株式会社 Laying structure of multiple cable ducts
CN105016669B (en) * 2014-04-28 2017-07-04 黄贺明 A kind of pre-fabricated electric cables ditch and preparation method thereof
JP6376021B2 (en) * 2015-03-30 2018-08-22 Jfeエンジニアリング株式会社 Attaching structure of exterior plate to rigid protective fence
JP6413890B2 (en) * 2015-03-30 2018-10-31 Jfeエンジニアリング株式会社 Reinforced structure of rigid protective fence
JP6375022B1 (en) * 2017-06-27 2018-08-15 株式会社シラヤマ Road bridge cover widening unit
JP6923463B2 (en) * 2018-01-29 2021-08-18 鹿島建設株式会社 How to install precast concrete gutters and precast concrete gutters
RU2684159C1 (en) * 2018-05-30 2019-04-04 Открытое Акционерное Общество "Российские Железные Дороги" System for laying cable communications on the run for a ballast-free railway track
WO2021085626A1 (en) * 2019-10-30 2021-05-06 古河電気工業株式会社 Housing unit

Also Published As

Publication number Publication date
JP2003199224A (en) 2003-07-11

Similar Documents

Publication Publication Date Title
JP3936864B2 (en) Cable storage duct device
US10329718B2 (en) Modular platform deck for traffic
AU2011351482B2 (en) Method for producing a slab trackway
PL208006B1 (en) Pre-assembled plate consisting of armoured concrete
PL204349B1 (en) Method for the continuous laying of a rail on a rigid track, in addition to an alignment device and a rigid track
US5538182A (en) Railroad crossing system
CN106460403A (en) Handrail assembly, system and method of installation
AU2010214742B2 (en) Expansion joints
KR20120039429A (en) Precast rail slab for rail track and embedded railway track structure using the rail slab
JP2003064994A (en) Invert
CN100547181C (en) The construction technology that the wooden frame structure main body is connected with concrete foundation
JP3569878B2 (en) Jig for connecting precast concrete slabs
CN110331868B (en) External prestress reinforcing method for support pillar removing
CN101158144B (en) Implantation type bridge floor continuation apparatus
RU2371537C2 (en) Method of road construction on soft and frozen grounds and assembled coat for its realisation
JPH0913302A (en) Installation method and structure of directly connected sleeper
RU2296830C1 (en) Method and device for ballastless track construction
JP3472725B2 (en) Precast concrete sound barrier and its construction method
KR200423797Y1 (en) The structure that separated and integrated mutual between expansion joint, prestressed non-shrinkage concrete and bridge deck slab
HU210631B (en) Railway body
JP2004169375A (en) Drain gutter structure
KR970043630A (en) Prefabricated retaining wall device and its installation method
KR100820596B1 (en) Trench-form
JP3391720B2 (en) Precast concrete soundproof wall and its construction method
EP2014831A1 (en) Prefabricated module for a railway and method for manufacturing this module

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040622

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060515

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060725

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060920

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20070228

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070326

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees