JPH0637762B2 - Floor slab water transfer method and steel drain channel unit for slab water transfer - Google Patents

Floor slab water transfer method and steel drain channel unit for slab water transfer

Info

Publication number
JPH0637762B2
JPH0637762B2 JP63152740A JP15274088A JPH0637762B2 JP H0637762 B2 JPH0637762 B2 JP H0637762B2 JP 63152740 A JP63152740 A JP 63152740A JP 15274088 A JP15274088 A JP 15274088A JP H0637762 B2 JPH0637762 B2 JP H0637762B2
Authority
JP
Japan
Prior art keywords
water
floor slab
steel
water transfer
drainage
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
JP63152740A
Other languages
Japanese (ja)
Other versions
JPH01318602A (en
Inventor
信三 伊藤
Original Assignee
株式会社サンケンスチール
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 株式会社サンケンスチール filed Critical 株式会社サンケンスチール
Priority to JP63152740A priority Critical patent/JPH0637762B2/en
Publication of JPH01318602A publication Critical patent/JPH01318602A/en
Publication of JPH0637762B2 publication Critical patent/JPH0637762B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 〔発明の目的〕 （産業上の利用分野） 本発明は、高速道路等の道路橋構造物の床版の天端を流
れる床版遊水の導水方法及び床版遊水の導水用鋼製排水
溝ユニットに関する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention is directed to a method of introducing water to a floor slab that flows through the top of a floor slab of a road bridge structure such as a highway, and a floor slab water. It relates to a steel drainage ditch unit for water conveyance.

（従来の技術） 一般に、道路橋路面の雨水等の水は、側部に設けられた
縁石下の排水溝に排水されるが、近年、排水溝と縁石を
兼ねた鋼製の排水溝兼縁石が本発明者により、実公昭４
８−４５４４３号、同５０−３０１０６号、同５０−３
０１０９号、同５１−５１１６７号、同５２−７９２０
号、同５４−１４６６４号、同５７−９４４９号、特公
昭５７−８９２２号等で提案され、これらが多く採用さ
れるに至っている。(Prior Art) Generally, water such as rainwater on a road bridge is drained to a drainage ditch under a curb provided on a side portion, but in recent years, a steel drainage ditch and curb that doubles as a drainage ditch and a curb. By the inventor of the present invention
8-45443, 50-30106, 50-3
0109, 51-51167, 52-7920.
No. 54-14664, No. 57-9449, No. 57-8922, etc., and many of them have been adopted.

（発明が解決しようとする課題） しかしながら、これまでの排水溝は、いずれも路面の雨
水等を排除する機能は有していても、床版の天端を流れ
る水を排除する機能を有するものではなかった。(Problems to be Solved by the Invention) However, all the drainage channels up to now have a function of removing rainwater on the road surface, but a function of removing water flowing through the top of the floor slab. Was not.

道路橋における舗装層は通常は水を通すのが普通であ
り、そのため舗装層を通過した床版遊水は、床版の天端
を流れ、伸縮継手の手前にたまり凍結事故の原因ともな
っていた。The pavement layer on the road bridge is normally permeable to water, so the floor slab water that has passed through the pavement layer flows to the top of the slab and accumulates in front of the expansion joint, causing a freeze accident.

そこで、普通に考えられる対策としては、路面水の排水
機構とは別に伸縮継手の少し手前に専用の水抜き管を埋
設して導水し、橋面排水用の排水桝に接続する排水管に
合流流下させることである。Therefore, as a common measure, in addition to the road surface water drainage mechanism, a dedicated drainage pipe is buried just before the expansion joint to guide water and join the drainage pipe connected to the drainage basin for bridge surface drainage. It is to let it flow down.

しかしながら、床版遊水の水抜き管を設けるということ
は、別に工事をしなければならず、必ずしも実行に欠け
る面があり、また、実行されても床版下に色々な形の排
水管がぶら下がり、道路構造をいたずらに複雑にした
り、外観性を極端に悪くし、また、工事等に余計な負担
を強いるようになる。However, providing a drainage pipe for the floor slab has to be constructed separately, and there is always a lack of implementation.Even if it is performed, various types of drain pipes hang under the floor slab. However, the road structure will be unnecessarily complicated and the appearance will be extremely deteriorated, and an extra burden will be imposed on the construction work.

本発明は、以下述べる構成により、床版天端を流れる床
版遊水を排除できるようにすることを目的とする。An object of the present invention is to make it possible to eliminate the floor slab water flowing through the top of the floor slab by the configuration described below.

〔発明の構成〕[Structure of Invention]

（課題を解決するための手段） 上記目的を達成するため本発明は、鋼製排水溝ユニット
の水路部の道路側側部に導水穴を開口し、この導水穴の
内側に流末部方向を開口した蓋を被せ、この蓋の開口部
に流末部方向への導水管を接続するとともに該鋼製排水
溝ユニットを底部内面が床版天端面以下に位置し、導水
穴の下端が床版天端にほぼ面一に位置するように設置し
て床版遊水を導水穴より流末部まで導水するようにした
ものであり、また予め水路部の道路側側部に導水穴を開
口し、この導水穴の内側に流末部方向を開口した蓋を被
せ、この蓋の開口部に流末部方向への導水管を接続した
床版遊水の導水用鋼製排水溝ユニットを提供することに
より、鋼製排水溝ユニットの底部内面が床版天端の面一
以下に位置し、導水穴の下端が床版天端にほぼ面一にな
るようにして施工できるようにしたものである。(Means for Solving the Problems) In order to achieve the above-mentioned object, the present invention opens a water guiding hole on a road side portion of a water channel portion of a steel drainage unit, and arranges a flow end portion direction inside the water guiding hole. Cover the open lid, connect the water guide pipe to the end of the pipe to the opening of the lid, and connect the steel drainage groove unit with the bottom inner surface located below the floor slab top end and the water guide hole lower end at the floor slab. It is installed so that it is located almost flush with the top end so that the floor slab water can be guided from the water guiding hole to the end of the water.Also, the water guiding hole is opened in advance on the road side of the waterway. By providing a steel drainage channel unit for water-conveying floor slabs that covers the inside of this water-conducting hole with a lid that opens in the end-of-stream direction and connects the water-conducting pipe to the end-of-end direction to the opening of this lid. , The inner surface of the bottom of the steel drainage groove unit is located at the same level as the top of the floor slab, and the lower end of the water guide hole is at the top of the slab. It is designed so that it can be installed so that it is almost flush.

（作用） 排水溝を形成する鋼製排水溝ユニットの側面に設けられ
た導水穴に導水された床版遊水は、導水管を通して流末
部へ案内されて、流末管へ排水される。(Operation) The floor slab water guided to the water guiding hole provided on the side surface of the steel drainage groove unit that forms the drainage groove is guided to the end of the stream through the water guiding pipe and is drained to the end of the draining pipe.

（実施例） つぎに、本発明の実施例を図面に基いて説明する。(Example) Next, the Example of this invention is described based on drawing.

第１図から第５図において、床版Ａは、路肩コンクリー
トＢが敷設されている場合を示し、床版側部に設置され
ている鋼製排水溝ユニツトによる排水溝の内側を示す概
略斜視図、第２図は、設置されている鋼製排水溝の平面
図、第３図は、第２図のＡ−Ａ断面図、第４図は、同Ｂ
−Ｂ断面図、第５図は、第４図のＣ−Ｃ断面図である。1 to 5, the floor slab A shows a case where the road shoulder concrete B is laid, and is a schematic perspective view showing the inside of the drain groove by the steel drain groove unit installed on the side portion of the floor slab. FIG. 2 is a plan view of the steel drainage groove installed, FIG. 3 is a sectional view taken along line AA of FIG. 2, and FIG.
-B sectional drawing and FIG. 5 are CC sectional drawing of FIG.

排水溝は水路部２と蓋部３とからなる排水溝ユニット１
を並べて、道路側部において路肩コンクリートＢと地覆
・壁高欄（中央分離帯）Ｅとの間に蓋部３の上面が路面
と面一になるようにして埋設設置されている。床版遊間
Ｃでは実公昭５０−３０１０９号に示されているような
蛇腹状の継手１０により接続され、その他では止水用パ
ッキン１１が用いられている。Ｄは床版遊間に設置され
たフィンガージョイントである。The drainage channel is a drainage channel unit 1 including a water channel portion 2 and a lid portion 3.
Are installed side by side between the road shoulder concrete B and the ground cover / wall balustrade (median strip) E on the side of the road such that the upper surface of the lid 3 is flush with the road surface. In the floor slab space C, they are connected by a bellows-shaped joint 10 as shown in Japanese Utility Model Publication No. 50-30109, and in other cases, a water blocking packing 11 is used. D is a finger joint installed in the floor slab.

このうち、特定された排水溝ユニット１には水路部２の
道路側の側部４に導水穴５が開口され、この導水穴５に
内側より流末部方向を開口した蓋６が被せられ、開口側
よりゴムホース等の導水管７が差し込まれて接着等によ
り取り付けられている。この導水管７は流末部方向へ流
末管へと向っている。Of these, the identified drainage channel unit 1 is provided with a water guiding hole 5 on the side portion 4 on the road side of the water channel portion 2, and the water guiding hole 5 is covered with a lid 6 which is opened from the inside toward the tail end portion. A water conduit 7 such as a rubber hose is inserted from the opening side and attached by adhesion or the like. This water pipe 7 is directed toward the end pipe in the end portion direction.

設置にあたっては、第４図に示すように排水溝ユニット
１の水路部２の底部内面は、床版の面一以下に位置する
ようにし、導水穴５はその下端が床版にほぼ面一に位置
するように設置する。In installation, as shown in FIG. 4, the inner surface of the bottom of the water channel 2 of the drainage unit 1 should be located below the level of the floor slab, and the lower end of the water guide hole 5 should be substantially flush with the floor slab. Install so that it is located.

この実施例は、路肩コンクリートＢが敷設してあるの
で、舗装層Ｈを通った水を導水穴５へ誘導するため導水
溝Ｇを設けてある。In this embodiment, since the road shoulder concrete B is laid, the water guiding groove G is provided to guide the water passing through the pavement layer H to the water guiding hole 5.

なお、８は蓋部３に設けられた集水孔、９はアンカー、
Ｊは伸縮継手後打コンクリートである。かくして、全体
として形成された排水溝にあって路面に溜った雨水等
は、一部は鋼製排水溝ユニット１の蓋部３の集水孔８に
集水されて水路部２へ導かれ、舗装層Ｈを通った床版遊
水は路肩コンクリートＢの導水溝Ｇを経て水路部２の側
部４に開口された導水穴５へ導水されて、蓋６に接続さ
れた導水管を経て流末管へ流下する。In addition, 8 is a water collecting hole provided in the lid portion 3, 9 is an anchor,
J is expansion joint post-cast concrete. Thus, rainwater and the like accumulated on the road surface in the drainage channel formed as a whole are partially collected in the water collection hole 8 of the lid section 3 of the steel drainage channel unit 1 and guided to the water channel section 2, The floor slab water that has passed through the pavement layer H is guided to the water guiding hole 5 that is opened in the side portion 4 of the water channel portion 2 through the water guiding groove G of the road shoulder concrete B, and is discharged after passing through the water guiding pipe connected to the lid 6. Run down the pipe.

なお、ここで、鋼製排水溝ユニット１の水路部２の側部
４に設けた蓋６を被せるのは、排水溝を流れる水が逆流
しないためであり、蓋６に導水管７を接続するのは、導
水管７を接続しないで蓋６を流末管Ｆまで側部４に取り
付けることが各ユニットの接続がゴム製の止水パッキン
や継手が使用され伸縮部のたわみや伸縮のため無理があ
るからである。Here, the reason why the lid 6 provided on the side portion 4 of the water channel portion 2 of the steel drainage groove unit 1 is covered is that water flowing through the drainage groove does not flow backward, and the water conduit 7 is connected to the lid 6. It is impossible to attach the lid 6 up to the end pipe F to the side part 4 without connecting the water conduit 7 because the connection of each unit is made of rubber waterproof packing and joints because the elastic part bends and expands and contracts. Because there is.

つぎに、第６図、第７図、第８図及び第９図に基き、別
の実施例を説明する。第６図は、平面図、第７図は、第
６図のＡ−Ａ断面図、第８図は、第６図のＢ−Ｂ断面
図、第９図は、第８図のＣ−Ｃ断面図である。Next, another embodiment will be described with reference to FIGS. 6, 7, 8, and 9. 6 is a plan view, FIG. 7 is a sectional view taken along line AA of FIG. 6, FIG. 8 is a sectional view taken along line BB of FIG. 6, and FIG. 9 is taken along line CC of FIG. FIG.

この実施例は、路肩コンクリートを敷設してない場合を
示す。この実施例で用いられている鋼製排水溝ユニット
１は縁石部を兼ねている。This example shows a case where road shoulder concrete is not laid. The steel drainage unit 1 used in this embodiment also serves as a curb.

鋼製排水溝ユニットは、下部を水路部２とし、上部を縁
石部とする蓋部３とし、先の実施例と同様に蓋部３に集
水孔８を備え、水路部２の路面側上端が、路面と面一に
なるようにして地覆・壁高欄（中央分離帯）Ｅにアンカ
ー９を用いて埋設設置されている。床版遊間Ｃでは、蛇
腹状の継手１０により接続され、その他では止水用パッ
キン１１が用いられている。The steel drainage ditch unit has a water channel portion 2 at the lower portion and a lid portion 3 having an upper portion as a curb portion, and is provided with a water collecting hole 8 in the lid portion 3 as in the previous embodiment. However, it is embedded in the ground cover / wall balustrade (median strip) E using an anchor 9 so as to be flush with the road surface. In the floor slab clearance C, the bellows-shaped joint 10 is used for connection, and in other cases, the water blocking packing 11 is used.

このうち、特定された排水溝ユニット１には、水路部の
道路側の側部４に導水穴５が開口され、この導水穴５に
内側より流末部方向を開口した蓋６が被せられ、開口側
よりゴムホース等の導水管７が差し込まれて接着等によ
り取り付けられている。この導水管７は流末部方向へ流
末管へと向っている。Of these, the identified drainage ditch unit 1 is provided with a water guiding hole 5 on the side 4 on the road side of the water channel portion, and the water guiding hole 5 is covered with a lid 6 that is opened from the inside toward the end of the water. A water conduit 7 such as a rubber hose is inserted from the opening side and attached by adhesion or the like. This water pipe 7 is directed toward the end pipe in the end portion direction.

この実施例は、路肩コンクリートが敷設されていないの
で路肩コンクリートがあるときのように、集水溝を設け
なくてもよい。In this embodiment, since the shoulder concrete is not laid, it is not necessary to provide the water collecting groove as in the case where the shoulder concrete is provided.

かくして、全体として、形成された排水溝にあって、路
面に溜った雨水等は、一部は鋼製排水溝ユニット１の集
水孔８に集水されて水路部２に導かれ、塗装層Ｈを通っ
た床版遊水は水路部２の側部４に開口された導水穴５へ
導水されて、蓋６に接続された導水管へ経て流末管へ流
下する。Thus, as a whole, rainwater and the like accumulated on the road surface in the formed drainage channel are partially collected in the water collection hole 8 of the steel drainage channel unit 1 and guided to the water channel section 2 to form a coating layer. The floor slab water that has passed through H is guided to a water guiding hole 5 that is opened in the side portion 4 of the water channel portion 2, passes through a water guiding pipe connected to the lid 6, and flows down to the end pipe.

これらの実施例において、予め施工された鋼製排水溝に
本発明を施し、床版遊水を導水することのできることは
もちろんであり、予めユニットを形成しておいて、同時
施工することも可能であることはもちろんである。In these examples, the present invention is applied to a steel drainage groove that has been preliminarily applied, and it is of course possible to conduct floor slab water transfer, and it is also possible to preform a unit and perform simultaneous construction. Of course there is.

〔発明の効果〕〔The invention's effect〕

本発明は、上述のように構成されてなるのでつぎの効果
を有する。Since the present invention is configured as described above, it has the following effects.

鋼製排水溝ユニットの水路部の道路側側部の舗装層
の位置に導水穴が開口され、導水管が接続されているの
で床版遊水は、導水穴より導水管を経て流末管へ導か
れ、排水が容易に行われる。また、鋼製排水溝ユニット
の底部内面が床版天端以下に位置するので逆流を防止で
きる。Since the water guide hole is opened at the position of the pavement layer on the road side of the water channel of the steel drainage ditch unit and the water guide pipe is connected, the floor slab water is guided from the water guide hole to the tail pipe. Therefore, drainage is easily performed. Further, since the inner surface of the bottom of the steel drainage groove unit is located below the top of the floor slab, backflow can be prevented.

鋼製排水溝ユニットの水路部の側部に設けた集水孔
に蓋を被せる構造としたので、鋼製排水溝中を流れる水
の逆流を防止できる。単に導水穴を設けただけでは、鋼
製排水溝を流れる水量が多いため逆流して床版を水浸し
にしてしまうおそれがある。Since the structure is such that the water collecting hole provided on the side of the water channel of the steel drainage unit is covered with the lid, it is possible to prevent the backflow of water flowing through the steel drainage groove. If only the water guiding hole is provided, the amount of water flowing through the steel drain groove is large, so there is a possibility that the water may flow backward and the floor slab may be flooded.

蓋に流末部方向を開口し、導水管を接続したので開
口部からの逆流を防止するとともに導水された水の流末
を流末管まで導くことができる。Since the lid is opened toward the end of the flow and the water conduit is connected, it is possible to prevent backflow from the opening and guide the end of the introduced water to the end.

鋼製排水溝ユニットのうち床版遊水の導水用の鋼製
排水溝ユニットを予め用意できるので、排水溝の施工時
に同時に施工することができる。Among the steel drainage unit, the steel drainage unit for introducing the floor slab water can be prepared in advance, so that the drainage can be installed at the same time.

【図面の簡単な説明】[Brief description of drawings]

第１図は、本発明の実施例を示す概略斜視図、第２図
は、平面図、第３図は、第２図のＡ−Ａ断面図、第４図
は、第２図のＢ−Ｂ断面図、第５図は、第４図のＣ−Ｃ
断面図、第６図は、別の実施例を示す平面図、第７図
は、第６図のＡ−Ａ断面図、第８図は、第６図のＢ−Ｂ
断面図、第９図は、第８図のＣ−Ｃ断面図である。 図面において１は鋼製排水溝ユニット、２は鋼製排水溝
ユニットの水路部、３は同蓋部、４は水路部の側部、５
は側部に開口された導水穴、６は蓋、７は導水管であ
る。FIG. 1 is a schematic perspective view showing an embodiment of the present invention, FIG. 2 is a plan view, FIG. 3 is a sectional view taken along line AA of FIG. 2, and FIG. 4 is B- of FIG. B sectional drawing and FIG. 5 are CC of FIG.
Sectional drawing, FIG. 6 is a plan view showing another embodiment, FIG. 7 is an AA sectional view of FIG. 6, and FIG. 8 is BB of FIG.
A sectional view and FIG. 9 are sectional views taken along the line CC of FIG. In the drawings, 1 is a steel drainage ditch unit, 2 is a water channel portion of a steel drainage channel unit, 3 is the same lid portion, 4 is a side portion of the water channel portion, 5
Is a water guiding hole opened on the side, 6 is a lid, and 7 is a water guiding pipe.

Claims (2)

【特許請求の範囲】[Claims] 【請求項１】鋼製排水溝ユニットの水路部の道路側側部
に導水穴を開口し、この導水穴の内側に流末部方向を開
口した蓋を被せ、この蓋の開口部に流末部方向への導水
管を接続するとともに該鋼製排水溝ユニットを底部内面
が床版天端面以下に位置し、導水穴の下端が床版天端に
ほぼ面一に位置するように設置することにより、床版遊
水を導水穴より流末部まで導水することを特徴とする床
版遊水の導水方法。1. A steel water drainage unit is provided with a water guide hole on the side of a road side of a water channel, and a lid is formed inside the water guide hole so as to open toward the end of the flow path. Install the steel drainage groove unit so that the inner surface of the bottom is located below the top surface of the floor slab and the lower end of the water guiding hole is located substantially flush with the top of the floor slab. According to the method, the floor slab water transfer method is characterized in that the slab water transfer is conducted from the water transfer hole to the end of the flow. 【請求項２】鋼製排水溝ユニットの水路部の道路側側部
に鋼製排水溝ユニットを底部内面が床版天端の面一以下
になるように設置したとき、導水穴の下端が、床版天端
にほぼ面一となる位置に導水穴を開口し、この導水穴の
内側に流末部方向を開口した蓋を被せ、この蓋の開口部
に流末部方向への導水管を接続したことを特徴とする床
版遊水の導水用鋼製排水溝ユニット。2. When the steel drain groove unit is installed on the road side of the water channel of the steel drain groove unit so that the inner surface of the bottom is less than or equal to the top of the floor slab, the lower end of the water guiding hole is Open a water guide hole at a position that is almost flush with the top of the floor slab, cover the inside of this water guide hole with a lid that opens in the end-of-steam direction, and install a water pipe in the end-of-seat direction at the opening of this lid. Steel drainage ditch unit for water transfer of floor slab, which is connected.
JP63152740A 1988-06-20 1988-06-20 Floor slab water transfer method and steel drain channel unit for slab water transfer Expired - Fee Related JPH0637762B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63152740A JPH0637762B2 (en) 1988-06-20 1988-06-20 Floor slab water transfer method and steel drain channel unit for slab water transfer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63152740A JPH0637762B2 (en) 1988-06-20 1988-06-20 Floor slab water transfer method and steel drain channel unit for slab water transfer

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Publication Number Publication Date
JPH01318602A JPH01318602A (en) 1989-12-25
JPH0637762B2 true JPH0637762B2 (en) 1994-05-18

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ID=15547123

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5166130B2 (en) * 2008-06-12 2013-03-21 株式会社興和工業所 Drainage unit
CN106592356B (en) * 2016-11-03 2018-12-18 胡元运 A kind of floating road
CN106544942B (en) * 2016-11-03 2018-08-17 东莞市联洲知识产权运营管理有限公司 A kind of flood road
CN110725163B (en) * 2019-10-24 2021-09-14 中铁十局集团第八工程有限公司 Composite roadbed device based on existing rail transit roadbed and pile construction method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59173713U (en) * 1983-05-04 1984-11-20 株式会社　サンケンスチ−ル Water stop and drainage device for bridge joints
JPH0619122B2 (en) * 1986-06-30 1994-03-16 ランデユストリエル、デユ、ベトン−モラン（イベ、モラン） Drain construction method

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