JPH06235230A - Method for installing culvert - Google Patents
Method for installing culvertInfo
- Publication number
- JPH06235230A JPH06235230A JP4462793A JP4462793A JPH06235230A JP H06235230 A JPH06235230 A JP H06235230A JP 4462793 A JP4462793 A JP 4462793A JP 4462793 A JP4462793 A JP 4462793A JP H06235230 A JPH06235230 A JP H06235230A
- Authority
- JP
- Japan
- Prior art keywords
- rails
- concrete
- carriage
- culvert
- roadbed
- 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.)
- Pending
Links
Landscapes
- Sewage (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は狭い坑内でのボックス
型、ア−チ型あるいは、丸型のカルバ−トの設置方法に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for installing a box-type, arch-type or round-type carat in a narrow pit.
【０００２】[0002]
【従来の技術】従来、地下鉄工事、共同坑工事、橋梁下
での工事等、狭い坑内におけるカルバ−トの敷設は、ク
レ−ン等の重量物運搬設備が使用できないため、主に人
力によりころ等を利用して１個づつ坑の奥の方から手前
の方に順次設置していた。このため、この作業は狭い坑
内での作業であり、設置に著しい労力と時間を要してい
た。そこで本発明者は、上記設置に著しい労力と時間を
要することを解消するために、昭和５７年７月２１日に
「ボクッスカルバ−トの設置方法」（特公平２−３５０
９５号）を出願した。2. Description of the Related Art Conventionally, laying a carburet in a narrow mine such as subway construction, joint mine construction, construction under a bridge, etc. is mainly done manually because heavy equipment such as cranes cannot be used. They were installed one by one from the back of the mine to the front. For this reason, this work is a work in a narrow mine, and requires a lot of labor and time for installation. Therefore, in order to eliminate the need for the labor and time required for the above-mentioned installation, the inventor of the present invention, on July 21, 1982, "Installation method of box skirt" (Japanese Patent Publication No. 2-350).
No. 95) was filed.
【０００３】[0003]
【発明が解決しようとする課題】そこで上記設置方法
は、図１０に示すように、両肩に窪みを形成した扁平凸
部表面を有するコンクリ−ト路床ａを坑道内に打設し、
このコンクリ−ト路床ａの両肩の窪み内にレ−ルｂを夫
々敷設し、それぞれのレ−ルｂに、前後に油圧ジャッキ
を有し、かつ前後の車輪によって支持された縦長台車ｃ
を配置し、図１１に示すように、レ−ルｂ上の台車ｃ上
のジャッキを上げた状態で上記コンクリ−ト路床ａを跨
いだ状態でボクッスカルバ−トｅを載置支持し、設置場
所まで搬送させ、上記台車ｃ上のジャッキを下降し、設
置するものである。Therefore, in the above-mentioned installation method, as shown in FIG. 10, a concrete roadbed a having a flat convex portion surface having recesses formed on both shoulders is driven in the tunnel.
Rails b are laid in the recesses of both shoulders of the concrete roadbed a, and each of the rails b has hydraulic jacks in the front and rear and is supported by front and rear wheels.
As shown in FIG. 11, with the jack on the carriage c on the rail b raised, the box carcass e is placed and supported while the concrete roadbed a is straddled. The jack on the carriage c is moved down to a location and installed.
【０００４】しかし上記設置方法では、図１２に示すよ
うに、ボックスカルバ−トを設置した後に、左右の台車
軌道あとに、後打ちコンクリ−トが必要となり、非常に
手間が係る問題がある。又台車高さ分だけコンクリ−ト
路床ａが厚くなり、コスト高となり、更にカ−ブ布設の
場合には、コンクリ−路床ａも布設カ−ブに合わせて打
設する必要が生じる問題がある。そこで本発明では、台
車でのカルバ−トの搬送の長所を活かし、かつその問題
点を解消した設置方法を提供することを目的とするもの
である。However, in the above installation method, as shown in FIG. 12, after the box carat is installed, a post-concrete concrete is required after the left and right bogie tracks, which is very troublesome. Further, the concrete roadbed a becomes thicker by the height of the dolly, resulting in higher cost, and in the case of laying a curve, the concrete roadbed a also needs to be placed in accordance with the laying curve. There is. Therefore, it is an object of the present invention to provide an installation method that makes use of the advantages of carrying a carburt on a trolley and eliminates the problems.
【０００５】[0005]
【課題を解決するための手段】本発明の上記目的は次の
如き設置方法によって達成できる。即ちその要旨は両側
にレ−ル敷設部分だけ延設したコンクリ−ト路床を坑道
内に打設し、上記路床の両側にレ−ルをそれぞれ敷設
し、該レ−ルのそれぞれに前後に油圧ジャッキを有し、
かつ前後の車輪によって支持された縦長台車を配置し、
一方ボックス型、あるいはア−チ型のカルバ−トを、上
記それぞれのレ−ル間のコンクリ−ト路床面に載置し、
上記カルバ−トの両側壁には、着脱自在とされるブラケ
ットをそれぞれ装着し、該ブラケットを台車上の油圧ジ
ャッキによって持ち上げてその状態を支持せしめ、上記
台車を移動せしめてカルバ−トを設置場所まで搬送し、
同設置場所において両台車上の油圧ジャッキを下降せし
めて、かつブラケットを取り外すことにより、上記カル
バ−トをコンクリ−ト路床表面上に順次設置することを
特徴とするカルバ−トの設置方法である。The above object of the present invention can be achieved by the following installation method. That is, the point is that concrete roadbeds extending only on the rail laying portions on both sides are driven into the tunnel, and rails are laid on both sides of the roadbed. Has a hydraulic jack,
And arrange a vertically long trolley supported by the front and rear wheels,
On the other hand, a box type or arch type carburet is placed on the concrete road surface between the rails,
Removable brackets are attached to both side walls of the carburet, and the brackets are lifted by a hydraulic jack on the carriage to support the state, and the car is moved to install the carburet. Transport to
At the same installation place, by lowering the hydraulic jacks on both bogies and removing the bracket, the above-mentioned car is sequentially installed on the concrete roadbed surface. is there.
【０００６】[0006]
【実施例】以下本発明に係るカルバ−トの設置方法を、
その実施例を示す図面を参酌し乍ら詳述する。図１に示
すように、ボックス型、あるいはア−チ型のカルバ−ト
両側にレ−ル敷設幅分だけ延設したコンクリ−ト路床１
を打設し、同コンクリ−ト路床１の両側表面にレ−ル
２、２をそれぞれ敷設する。そして同レ−ル２上に台車
３を軌乗させるものであり、図２に示すように上記台車
３は、前後の車輪によって細長い形態を有し、ギヤモ−
ドモ−タ−により同モ−タ−と車輪間に取り付けられた
チェ−ンによってそれぞれレ−ル２上を走行する自走型
構造にすることができる。更に上記台車３上には、カル
バ−トを支持昇降する油圧ジャッキ４が固定されてい
る。EXAMPLE A method of installing a carburet according to the present invention will be described below.
A detailed description will be given with reference to the drawings showing the embodiment. As shown in FIG. 1, a concrete roadbed 1 extending by a rail laying width on both sides of a box-type or arch-type carat.
Then, rails 2 and 2 are laid on both side surfaces of the concrete roadbed 1, respectively. A truck 3 is mounted on the rail 2, and as shown in FIG. 2, the truck 3 has a slender shape by front and rear wheels.
It is possible to form a self-propelled structure in which each motor runs on the rail 2 by a chain mounted between the motor and wheels by a motor. Further, a hydraulic jack 4 for supporting and raising and lowering a carburett is fixed on the carriage 3.
【０００７】そこで図３に示すように、カルバ−ト５の
両側壁面には予め、インサ−ト部材６が埋設され、カル
バ−トを搬送させる際に、締結用ボルト７によってブラ
ケット８を装着するものである。そして図４に示すよう
に、レ−ル２、２の間に載置されるカルバ−ト５の両側
に装着されるブラケット８下に台車３を移動させ、図５
に示すように、台車３内のジャッキ４を駆動して、上記
ブラケット８を持ち上げることによって、カルバ−ト５
をコンクリ−ト路床１面から離間させた状態を支持す
る。次に図６に示すように、この状態でカルバ−ト５を
支持した台車３をレ−ル２上を設置位置まで移動させ
る。Therefore, as shown in FIG. 3, an insert member 6 is embedded in advance on both side walls of the carburett 5, and a bracket 8 is attached by a fastening bolt 7 when the carburt is transported. It is a thing. Then, as shown in FIG. 4, the carriage 3 is moved below the brackets 8 mounted on both sides of the carburet 5 placed between the rails 2, 2.
As shown in FIG. 2, the jack 4 in the dolly 3 is driven to lift the bracket 8 to lift the carburet 5
Of the concrete roadbed is supported. Next, as shown in FIG. 6, in this state, the carriage 3 supporting the car 5 is moved to the installation position on the rail 2.
【０００８】設置位置において、ジャッキ４を再度駆動
して下降せしめ、コンクリ−ト路床１面上に載置する。
この際にブラケット８をカルバ−ト５両側壁より取り外
す。このようにして図７に示すように、順次連続してコ
ンクリ−ト路床１上にカルバ−ト５を確実に設置するも
のである。なお図８に示すのは、変形型ボックスカルバ
−ト５および図９に示すのはア−チカルバ−ト５を示す
ものである。なお上記カルバ−トの形状については、円
筒型カルバ−トもあり、この場合でも上述した搬送方法
で行えるものである。At the installation position, the jack 4 is driven again to lower it and placed on the surface of the concrete roadbed 1.
At this time, the bracket 8 is removed from both side walls of the carburt 5. In this way, as shown in FIG. 7, the carbs 5 are surely installed on the concrete roadbed 1 successively and successively. Note that FIG. 8 shows the modified type box carbonate 5 and FIG. 9 shows the attic carbonate 5. As for the shape of the above-mentioned carve, there is also a cylindrical carve, and even in this case, the above-mentioned carrying method can be used.
【０００９】[0009]
【発明の効果】以上述べて来た如く本発明方法によれ
ば、坑道内に格別の空間と設備を設けることなく、人手
によらないで連続して能率よく、しかも確実にカルバ−
トを設置できるとともに、路床の両側に窪みを設ける方
法と比較して、通常の基礎コンクリ−トの横幅を広げる
だけでよく、かつ後打ちコンクリ−トが不要となり、大
幅に工期を短縮させることが可能となる。又カ−ブ布設
の場合は、基礎コンクリ−トの平面に軌道を設置するの
で基礎を特に布設カ−ブに合わせる必要が無くなるなど
種々の効果を奏するものである。As described above, according to the method of the present invention, it is possible to continuously and efficiently perform the carburization without any manual labor without providing special space and equipment in the tunnel.
Compared with the method of installing a dent on both sides of the roadbed, it is only necessary to widen the width of the normal basic concrete, and the post-concrete concrete is not required, greatly reducing the construction period. It becomes possible. Further, in the case of laying a curve, since the track is installed on the plane of the foundation concrete, it is not necessary to align the foundation with the laying curve, and various effects are achieved.
【００１０】[0010]
【図１】本発明に係るコンクリ−ト路床、レ−ルおよび
台車の関係を示す正面説明図である。FIG. 1 is a front view showing the relationship between a concrete roadbed, rails, and a trolley according to the present invention.
【図２】同側面説明図である。FIG. 2 is an explanatory side view of the same.
【図３】本発明に係るカルバ−トにブラケットを取り付
ける状態を示す説明図である。FIG. 3 is an explanatory view showing a state in which a bracket is attached to the carburt according to the present invention.
【図４】本発明に係るコンクリ−ト路床、カルバ−トお
よび台車の関係を示す正面説明図である。FIG. 4 is a front explanatory view showing a relationship between a concrete roadbed, a carburt and a truck according to the present invention.
【図５】カルバ−トを持ち上げた状態を示す正面説明図
である。FIG. 5 is a front explanatory view showing a state where a carat is lifted.
【図６】カルバ−トの搬送状態を示す説明図である。FIG. 6 is an explanatory view showing a state of carrying a carburet.
【図７】カルバ−トの設置状態を示す説明図である。FIG. 7 is an explanatory view showing a state of installation of a carbart.
【図８】変形型ボックスカルバ−トの正面説明図であ
る。FIG. 8 is a front explanatory view of a modified box carbonate.
【図９】ア−チカルバ−トの正面説明図である。FIG. 9 is a front view showing an archicarbonate.
【図１０】従来の設置方法に係るコンクリ−ト路床、ボ
ックスカルバ−トおよび台車の関係を示す正面説明図で
ある。FIG. 10 is a front explanatory view showing the relationship between a concrete roadbed, a box carburt, and a truck according to a conventional installation method.
【図１１】同ボックスカルバ−トを持ち上げた状態を示
す説明図である。FIG. 11 is an explanatory view showing a state in which the box car is lifted.
【図１２】ボックスカルバ−ト設置後の後打ちコンクリ
−トの状態を示す説明図である。FIG. 12 is an explanatory diagram showing a state of a post-concrete concrete after installing a box carve.
１ コンクリ−ト路床 ２ レ−ル ３ 台車 ４ 油圧ジャッキ ５ カルバ−ト 1 Concrete roadbed 2 Rail 3 Truck 4 Hydraulic jack 5 Carbate
Claims (1)
クリ−ト路床を坑道内に打設し、上記路床の両側にレ−
ルをそれぞれ敷設し、該レ−ルのそれぞれに前後に油圧
ジャッキを有し、かつ前後の車輪によって支持された縦
長台車を配置し、一方ボックス型、あるいはア−チ型の
カルバ−トを、上記それぞれのレ−ル間のコンクリ−ト
路床面に載置し、上記カルバ−トの両側壁には、着脱自
在とされるブラケットをそれぞれ装着し、該ブラケット
を台車上の油圧ジャッキによって持ち上げてその状態を
支持せしめ、上記台車を移動せしめてカルバ−トを設置
場所まで搬送し、同設置場所において両台車上の油圧ジ
ャッキを下降せしめて、かつブラケットを取り外すこと
により、上記カルバ−トをコンクリ−ト路床表面上に順
次設置することを特徴とするカルバ−トの設置方法。1. A concrete roadbed, which extends on both sides only at rail laying portions, is placed in a gallery, and rails are provided on both sides of the roadbed.
Laying each of the rails, each of the rails has a hydraulic jack in the front and rear, and a vertically long carriage supported by front and rear wheels is arranged, while a box-type or arch-type car The brackets are placed on the concrete road floor between the rails, and detachable brackets are attached to both side walls of the carbs, and the brackets are lifted by a hydraulic jack on the carriage. To support the state, move the carriage to the installation location, lower the hydraulic jacks on both carriages at the installation location, and remove the bracket to remove the A method for installing a carburetto characterized in that the carcass is installed on the surface of the concrete roadbed in sequence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4462793A JPH06235230A (en) | 1993-02-08 | 1993-02-08 | Method for installing culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4462793A JPH06235230A (en) | 1993-02-08 | 1993-02-08 | Method for installing culvert |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH06235230A true JPH06235230A (en) | 1994-08-23 |
Family
ID=12696669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4462793A Pending JPH06235230A (en) | 1993-02-08 | 1993-02-08 | Method for installing culvert |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06235230A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030008604A (en) * | 2001-07-19 | 2003-01-29 | 이윤주 | Construction Method of Precast Culvert using a Rolling Means |
| JP2009019438A (en) * | 2007-07-13 | 2009-01-29 | Nippon Sharyo Seizo Kaisha Ltd | Jack receiver and method of replacing bearing of truss bridge |
| CN108675196A (en) * | 2018-04-04 | 2018-10-19 | 山东港湾建设集团有限公司 | Prefabricated box culvert goes out to transport jacking apparatus and its application method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6231186B2 (en) * | 1980-01-28 | 1987-07-07 | Yamaha Motor Co Ltd |
-
1993
- 1993-02-08 JP JP4462793A patent/JPH06235230A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6231186B2 (en) * | 1980-01-28 | 1987-07-07 | Yamaha Motor Co Ltd |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030008604A (en) * | 2001-07-19 | 2003-01-29 | 이윤주 | Construction Method of Precast Culvert using a Rolling Means |
| JP2009019438A (en) * | 2007-07-13 | 2009-01-29 | Nippon Sharyo Seizo Kaisha Ltd | Jack receiver and method of replacing bearing of truss bridge |
| CN108675196A (en) * | 2018-04-04 | 2018-10-19 | 山东港湾建设集团有限公司 | Prefabricated box culvert goes out to transport jacking apparatus and its application method |
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